Log in

Relevant bibliographies by topics / Corrugated structure

Contents

Journal articles
Dissertations / Theses
Books
Book chapters
Conference papers
Reports

Academic literature on the topic 'Corrugated structure'

Author: Grafiati

Published: 4 June 2025

Last updated: 23 June 2025

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Corrugated structure.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Corrugated structure"

1

Wang, Dong Mei, Qiang Hua Liao, and Zi You Bai. "Energy Absorption Properties of Folded Honeycomb Structure Consisting of Corrugated Paperboard." Advanced Materials Research 160-162 (November 2010): 1488–93. http://dx.doi.org/10.4028/www.scientific.net/amr.160-162.1488.

Full text

Abstract:

Many experiments and analysis of folded honeycomb consisting of corrugated paperboards show that the use of linerboard can increase the energy absorption and weight of folded honeycombs. However, it reduces the energy absorption per unit volume and unit mass and increases the cushioning cost either. For the same corrugate shape, reducing corrugated size will increase the weight of folded honeycombs, and changing corrugated size will change the energy absorption per unit volume, but it can not change the cushioning cost. At a low relative density of corrugated sandwiches, the energy absorption per unit volume and unit mass rapidly increases, and the cushioning cost decreases when the relative density of corrugated sandwiches rises. While at a higher relative density, the energy absorption per unit volume and unit mass does not effectively increase with relative density of corrugated sandwiches. However, the cushioning cost may increases. Therefore, when designing the corrugated sandwich size, we can change the thickness of corrugate basis-paper or the corrugated size to change the relative density of corrugated sandwiches and the cushioning cost.

APA, Harvard, Vancouver, ISO, and other styles

2

Li, Jie, Han Wang, Xianghao Kong, Zhiwei Jiao, and Weimin Yang. "Additively Manufactured Bionic Corrugated Lightweight Honeycomb Structures with Controlled Deformation Load-Bearing Properties." Materials 17, no. 10 (2024): 2274. http://dx.doi.org/10.3390/ma17102274.

Full text

Abstract:

The rapid development of additive manufacturing (AM) has facilitated the creation of bionic lightweight, energy-absorbing structures, enabling the implementation of more sophisticated internal structural designs. For protective structures, the utilization of artificially controlled deformation patterns can effectively reduce uncertainties arising from random structural damage and enhance deformation stability. This paper proposed a bionic corrugated lightweight honeycomb structure with controllable deformation. The force on the onset state of deformation of the overall structure was investigated, and the possibility of controlled deformation in the homogeneous structure was compared with that in the corrugated structure. The corrugated structures exhibited a second load-bearing capacity wave peak, with the load-bearing capacity reaching 60.7% to 117.29% of the first load-bearing peak. The damage morphology of the corrugated structure still maintained relative integrity. In terms of energy absorption capacity, the corrugated lightweight structure has a much stronger energy absorption capacity than the homogeneous structure due to the second peak of the load carrying capacity. The findings of this study suggested that the combination of geometric customization and longitudinal corrugation through additive manufacturing offers a promising approach for the development of high-performance energy-absorbing structures.

APA, Harvard, Vancouver, ISO, and other styles

3

DiSanto, Fabricio N. "Corrugated panel structure." Journal of the Acoustical Society of America 102, no. 3 (1997): 1280. http://dx.doi.org/10.1121/1.420007.

Full text

APA, Harvard, Vancouver, ISO, and other styles

4

Xu, Minghao, Wei Xia, Xin Zhang, and Shuling Hu. "Three-dimensional CFD model and aerodynamic analysis of dragonfly’s corrugated wing during gliding." Journal of Physics: Conference Series 2879, no. 1 (2024): 012052. http://dx.doi.org/10.1088/1742-6596/2879/1/012052.

Full text

Abstract:

Abstract The aerodynamic performance of micro air vehicles (MAVs) in low-speed flight would be improved by mimicking the dragonfly’s wing with corrugated airfoil. Research on two-dimensional corrugated airfoils has revealed that the local vortex in the corrugated structure increases the flow speed and the lift-to-drag ratio in low Reynolds numbers. However, studies seldom focus on the effects of three-dimensional corrugated structures on aerodynamics. In this paper, the mechanism of high aerodynamic performance in a dragonfly’s wing is studied considering a three-dimensional corrugated structure. The high-fidelity dragonfly forewing model is established through reverse engineering. The computational fluid dynamics (CFD) simulation is performed for the gliding corrugated wing with angles of attack (AOA) of 0°-24° under three Reynolds numbers. The flow characteristics of corrugated wings and the aerodynamic gain from it are analyzed through the simulated streamlines and pressure contours, as well as the comparison between the corrugated wing, flat wing, and flat plate. The results show that the aerodynamic characteristics of corrugated wings are generally superior. Although the introduction of the corrugated structure increases some drag, it brings a higher lift and lift-to-drag ratio than the flat wings.

APA, Harvard, Vancouver, ISO, and other styles

5

Tian, Ce, Zhimin Tian, Xinwei Cao, and Shangwei Dong. "Lightweight design of composite sandwich corrugated structures based on variable density method." Journal of Physics: Conference Series 2808, no. 1 (2024): 012076. http://dx.doi.org/10.1088/1742-6596/2808/1/012076.

Full text

Abstract:

Abstract For the lightweight design of composite sandwich corrugated structures, a new topology optimization design scheme is proposed using the variable density method. Multi-working conditions static analysis of the composite sandwich corrugated structure is carried out by finite element software. Then, the topology optimization is carried out by using the minimum flexibility method. Finally, the results of different working conditions are coupled to propose a new composite sandwich corrugated structure. The results indicate that the structure has a weight reduction of 34% and exhibits periodicity and continuity while also meeting the necessary mechanical properties to fulfill the engineering requirements. The optimization of composite sandwich corrugated structures has been achieved, providing a new approach to the lightweight design of composite sandwich structures.

APA, Harvard, Vancouver, ISO, and other styles

6

Ding, Wenqi, Xuanbo Huang, Chengshuo Yu, Qingzhao Zhang, and Tianxiang Wu. "Calculation Method of New Assembled Corrugated Steel Initial Support Structure of Highway Tunnel." Applied Sciences 14, no. 16 (2024): 7242. http://dx.doi.org/10.3390/app14167242.

Full text

Abstract:

The assembled corrugated steel initial support structure is a new prefabricated structure in highway tunnel engineering, achieving a balance between economy and safety. This study proposes a simplified calculation method and elucidates the mechanical mechanisms of assembled corrugated steel initial support structures. Firstly, the stiffness characteristics of corrugated steel plates were studied based on full-scale tests. A general equivalent stiffness coefficient table was established. Numerical simulations of corrugated steel flange joints were conducted to explore their bending mechanical properties. A two-stage rotational stiffness model for corrugated steel flange joints was proposed. Finally, a plane strain-spring simplified calculation method for the assembled corrugated steel initial support structure was developed, and the monitoring data from the Qipanshan Tunnel validated the correctness and reliability of the proposed method. The results demonstrate that (1) the plane strain-spring simplified model consists of the planar strain equivalent calculation method for corrugated steel plates and the two-line stiffness equivalent spring of the corrugated steel flange joint. The simplified model was validated as effective by monitoring data. (2) Corrugated steel plates exhibit two stages under loading, namely gap elimination and elastic stages. The elastic stage stiffness of corrugated steel plates decreases with increasing ratio of depth to pitch (RDP), positively correlating with plate thickness when the RDP exceeds 0.333 and otherwise negatively correlated. (3) Corrugated steel lining flange joints exhibit distinct elastic and plastic stages in their linear moment–rotation curves under loading.

APA, Harvard, Vancouver, ISO, and other styles

7

Liu, Baodong, Zongmin Liu, Miaoxin Zhang, and Quanlu Wang. "Study on Impact Parameters of Rigidity and Flexibility for Buried Corrugated Steel Culvert." Open Civil Engineering Journal 8, no. 1 (2014): 14–22. http://dx.doi.org/10.2174/1874149501408010014.

Full text

Abstract:

Buried corrugated steel culverts are universally regarded as a structure with strong deformation adaptability and dispersed the upper load by corrugated steel structures surrounding soil constraints to enhance the carrying capacity and the use of soil-structure interaction. A lot of factors influence the earth pressure of the buried corrugated steel culvert, such as culvert stiffness, physical characteristics of the backfill (bulk density, deformation modulus and internal friction angle), geometry of structure and backfilling height. The finite element program of ANSYS has been used to research the elastic modulus, Poisson’s ratio, internal friction angle of soil, inertia moment of corrugated steel plate and pipe diameter affect the rigidity and flexibility of buried corrugated steel culvert. By defining path lines in the finite element post-processing, extracting and comparing the horizontal and vertical directions soil displacements along the lines, and doing impact pa-rameter analysis. Classification for flexible and rigid pipes of the buried corrugated steel pipe culvert structure has been made according to the analysis results. A theoretical reference has been provided for the design and construction of the buried corrugated steel pipe culverts.

APA, Harvard, Vancouver, ISO, and other styles

8

Wang, Dong Mei. "Evaluation Equation of the Flat Compression Properties of Corrugated Sandwich Structure." Advanced Materials Research 189-193 (February 2011): 202–7. http://dx.doi.org/10.4028/www.scientific.net/amr.189-193.202.

Full text

Abstract:

The flat compression properties of corrugated sandwich structure are an important factor to evaluate their cushioning properties. At present, more research has been made on the mechanical properties in the cross direction (CD) and machine direction (MD), but less has been made in the flat compression direction. Selecting corrugated paperboards as samples, we analyzed the flat compression properties of the corrugated sandwich structure and explored the critical stress which is a key element for evaluating the cushioning properties based on theory and experiment. It is convenient to evaluate the cushioning properties and optimize the corrugated sandwich structure. Simplifying the corrugated structure into the struts, and referring to the bending theory of the standard beam theory, we explored the evaluating equation of the critical stress for corrugated sandwich structure by the bending moment and Euler formulas. The critical stress is in direct proportion to the elastic modulus and the thickness of the basis material. It is also closely related to the length of the corrugated cell-wall and the pasted width between the corrugated cell-wall and the linerboard. Changing the above parameters, we can change the compression resistance of the corrugated sandwich structure. The theoretical value of the critical stress of the corrugated sandwich structure is higher than the experimental value, since the mechanical properties are lost when the basis material is manufactured into corrugated sandwiches and corrugated boards. Therefore, the lost coefficient is introduced into the theoretic equation which can not only help optimize and design the corrugated sandwich structure, but also find application in optimized design of cushioning pads of corrugated sandwich structure.

APA, Harvard, Vancouver, ISO, and other styles

9

Koltsov, Vladimir, Elizaveta Popova, and Valentina Rakitskaya. "Engineering Analysis of Structural Variants of Corrugated Aperture in the Environment MSC.Patran/MSC.Marc." Advanced Materials Research 1040 (September 2014): 892–97. http://dx.doi.org/10.4028/www.scientific.net/amr.1040.892.

Full text

Abstract:

This article provides the results of the study of the strain-stress state of two corrugated shell structures. Geometric modeling was conducted in “Autodesk Inventor” system. Corrugated shell structures were studied with the help of engineering analysis systems MSC.Patran and MSC.Marc. As a result of the study an optimal type of corrugated shell structure was chosen.

APA, Harvard, Vancouver, ISO, and other styles

10

Kаrnakov, І., V. Коvalchuk, and А. Onyshchenko. "ASSESSMENT OF THE STATE OF STRESS AND DEFORMATION OF METAL CORRUGATED PIPE STRUCTURES TAKING INTO ACCOUNT ITS DIAMETER AND THICKNESSES OF THE CORRUGATED SHEET." Modern construction and architecture, no. 3 (March 30, 2023): 33–40. http://dx.doi.org/10.31650/2786-6696-2023-3-33-40.

Full text

Abstract:

The analysis of research works on the assessment of the stress-strain state of prefabricated metal corrugated structures of transport facilities was performed. It was established that the stresses and deformations of structures made of ZMGK depend on a complex of influencing factors: the amount of static and dynamic loads, the height of the backfill above the vault of the structure, the parameters of corrugation waves, etc. However, the interconnected effect of the pipe diameter and the thickness of the metal corrugated sheet on the stresses that occur in the metal pipe structures has not been established. The object of research is metal corrugated pipe constructions. To assess the stress state of the pipe, the influence on the stress of the cross-section of the pipe and the thickness of the metal corrugated sheet of the structure are taken into account. It was established that the geometric parameters of the cross-section of the pipe and the thickness of the metal corrugated sheet of the structure have a significant influence on the stress state of metal corrugated pipe structures. When the diameter of the pipe increases, the amount of stress that occurs in metal structures increases. However, with an increase in the thickness of the corrugated sheet, the amount of stress, with the same pipe diameter, decreases. Increasing the thickness of the sheet from 3.0 mm to 7.0 mm leads to a decrease in the stresses in the pipe metal by 50.39%. When the diameter of the pipe changes from 1.0 m to 6.0 m with a metal thickness of the corrugated sheet equal to 3.0 mm, the magnitude of the stresses increased by 7.38 times, with a sheet thickness of 4.0 mm ‒ by 7.8 times, with a thickness of 5.0 mm sheet – 8.08 times, 6.0 mm sheet thickness – 8.28 times, and 7.0 mm corrugated pipe sheet thickness – 8.43 times. It was established that the gradual increase in the thickness of the corrugated sheet of the structure leads to a decrease in the stress difference between the previous thickness of the sheet and the increased one. With a pipe diameter of 6.0 m, the stress difference that occurs when the thickness of the corrugated sheet is 3.0 mm and 4.0 mm is 21.35 MPa, with a thickness of 4.0 mm and 5.0 mm, the stress difference is 14.16 MPa, at 5.0 mm and 6.0 mm, the difference in stress values is 10.25 MPa, and with increased sheet thickness from 6.0 mm to 7.0 mm, the difference in stress values is 7.76 MPa. The obtained results of the stress state of prefab metal corrugated pipe structures can have practical application in the case of acceptance of the technical and economic justification, regarding the determination of the pipe diameter and the thickness of the metal corrugated sheet of the structure. One of the limitations of the application of these research results is the assessment of the stress state of the pipe made of prefabricated metal corrugated structures with the parameters of the corrugated waves of 150×50 mm. Other parameters of corrugation waves are not taken into account in this study.

APA, Harvard, Vancouver, ISO, and other styles

More sources

Dissertations / Theses on the topic "Corrugated structure"

1

White, Kevin E. "Numerical Investigations of Corrugated Structural Plate Pipe." Ohio University / OhioLINK, 2011. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1299527542.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Vorakunpinij, Adisak. "The effect of paper structure on the deviation between tensile and compressive responses." Diss., Georgia Institute of Technology, 2003. http://hdl.handle.net/1853/7058.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

Rehberger, Marcus. "Topographical micro-changes in corrugated board production : effects on flexographic post-print quality." Licentiate thesis, Stockholm : Department of Media Technology and Graphic Arts, School of Computer Science and Communication, Royal Institute of Technology, 2007. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-4583.

Full text

APA, Harvard, Vancouver, ISO, and other styles

4

Keatley, David J. "Three-Dimensional Nonlinear Analysis of Deeply-Buried Corrugated Annular HDPE Pipe with Changes in Its Profile-Wall." Ohio University / OhioLINK, 2009. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1237230121.

Full text

APA, Harvard, Vancouver, ISO, and other styles

5

VYAS, SAURABH. "EXPERIMENTAL CHARACTERIZING OF VORTEX STRUCTURE IN SINUSOIDAL WAVY CHANNEL AND A CASE STUDY FOR FUEL CELL APPLICATIONS." University of Cincinnati / OhioLINK, 2005. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1132255225.

Full text

APA, Harvard, Vancouver, ISO, and other styles

6

Hosseini, Seyedreza, and Kambiz Jamshidi. "Modulation efficiency enhancement of an optical phase modulator using one dimensional photonic crystal structures." SPIE, 2015. https://tud.qucosa.de/id/qucosa%3A35320.

Full text

Abstract:

Slow light effect based rib silicon waveguide structures are studied in this paper to enhance modulation efficiency of an optoelectronic carrier plasma dispersion effect based phase modulator. Center frequency to achieve desired slow down factor and band width limitations of the structures are investigated through finite element method simulations. Optical modulation efficiency is modeled and the effects of doping, bias voltage and slow light on its performance are studied.

APA, Harvard, Vancouver, ISO, and other styles

7

FERNANDEZ, BARRERO DIEGO. "Dynamic Soil-Structure Interactionof Soil-Steel Composite Bridges : A Frequency Domain Approach Using PML Elements and Model Updating." Thesis, KTH, Bro- och stålbyggnad, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-256033.

Full text

Abstract:

This master thesis covers the dynamic soil structure interaction of soil-steel culverts applyinga methodology based on the frequency domain response. At the first stage of this masterthesis, field tests were performed on one bridge using controlled excitation. Then, themethodology followed uses previous research, the field tests, finite element models (FEM)and perfectly matched layer (PML) elements.Firstly, a 2D model of the analysed bridge, Hårestorp, was made to compare the frequencyresponse functions (FRF) with the ones obtained from the field tests. Simultaneously, a 3Dmodel of the bridge is created for the following purposes: compare it against the 2D modeland the field tests, and to implement a model updating procedure with the particle swarmalgorithm to calibrate the model parameters. Both models use PML elements, which areverified against previous solution from the literature. The verification concludes that thePML behave correctly except for extreme parameter values.In the course of this master thesis, relatively advanced computation techniques were requiredto ensure the computational feasibility of the problem with the resources available.To do that, a literature review of theoretical aspects of parallel computing was performed, aswell as the practical aspects in Comsol. Then, in collaboration with Comsol Support and thehelp given by PDC at KTH it was possible to reduce the computational time to a feasiblepoint of around two weeks for the model updating of the 3D model.The results are inconclusive, in terms of searching for a perfectly fitting model. Therefore,further research is required to adequately face the problem. Nevertheless, there are some accelerometerswhich show a considerable level of agreement. This thesis concludes to discardthe 2D models due to their incapability of facing the reality correctly, and establishes a modeloptimisation methodology using Comsol in connection with Matlab.

APA, Harvard, Vancouver, ISO, and other styles

8

Norman, Alexander David. "Multistable and morphing corrugated shell structures." Thesis, University of Cambridge, 2009. https://www.repository.cam.ac.uk/handle/1810/244988.

Full text

Abstract:

'Compliant' structures, i. e., structures that undergo large deformations as part of their normal behaviour, can perform the function of a complex mechanism with just a single, or very few, components. When multistability is introduced into compliant structures, an even greater simplification can be made, with actuators and/ or locking mechanisms becoming redundant. Corrugated shells are commonly encountered at all scales of engineering, providing shell structures of a dramatically increased stiffness at little extra cost or weight. What is historically less understood is the compliant behaviour of corrugated shells. The topic of this thesis, therefore,' is the development and analysis of new categories of structure incorporating corrugations, utilising their compliancy to achieve morphing behaviours that are not otherwise possible. Three distinct categories of shell are studied: (i) 'flat' corrugated sheets, which are multistable under the action of internal stresses, 'snapping' between their flat state and a cylindrically coiled state: these shells are also capable of developing 'twisted' stable states. An algebraic model based on internal strain energy determines the conditions for the various modes of multistability for uniform changes in curvature throughout the shell, and a plastic flow model describes the formation of the internal stresses; (ii) 'curved' corrugated sheets, 'which can morph between shapes of differing Gaussian curvature without plastic deformation. Again, a simplified algebraic model describes their behaviour, as does a numerical model. These models consider the strong coupling that occurs between bending and stretching in corrugated shells; and (iii) 'doubly-corrugated ' sheets, similar to an eggbox in concept, which , again, can morph between shapes of different Gaussian curvature, and also exhibit synclastic bending behaviour. Some of the analyses performed on the curved corrugated sheets are also applied to these shells. The qualitative behaviour of the analytical models matches, in every detail considered, the behaviour observed in prototypes. Natural-mode analyses on the category (ii) and (iii) shells demonstrate that the interesting behaviour occurs at relatively low stiffnesses, implying that t his behaviour is potentially useful. Quantitatively, however, the analyses for categories (i) and (iii) above do not prove simple to verify. Physical tests compare the internal stresses of the category (i) shells to those predicted by the plastic flow analysis: the predicted stresses exceed those measured by, typically, 50 %, but it is not established whether the discrepancy is due to the simplifications in the model, inaccuracies in the crude test method or a flmv in om understanding. On its prediction of the curvatures created, the model is more successful. A test is more easily devised for the category (ii) shells, and measurements of the shape change are within 4 % of both the finite-element simulations and the simplified algebraic models over 90 % of the test range. In measuring forces, to test the constitutive relations produced; the accuracy is lower, largely due to the difference between our material model and the real properties of the polymer used: there is strong agreement between the finite element model and the algebraic model. In conclusion, this thesis is successful in generating new varieties of structure, which have a a wide potential for application. A broad range of designs and analyses are presented, describing the behaviour of these structures well enough that our understanding of them seems justified. Nonetheless, this work merely scratches the surface of what may be achieved in this field, demonstrating some of the potential of such shells and leaving much to be done in their further evaluation and development.

APA, Harvard, Vancouver, ISO, and other styles

9

Boonkong, T. "Structural behaviour of various corrugated sandwich structures subjected to quasi-static and dynamic loading." Thesis, University of Liverpool, 2017. http://livrepository.liverpool.ac.uk/3014270/.

Full text

Abstract:

New designs of sandwich structures for modern high performance shipcraft have been proposed to be used in the Royal Thai Navy ships. Here, novel hybrid sandwich structures based on corrugated reinforced foam cores have been developed by combining various corrugated cores and Fibre Metal Laminates (FMLs) based on aluminium alloy and fibre reinforced composites, to maximise the functionality of the structures. New manufacturing and fabrication techniques have been introduced to improve the integrity of the corrugated core and the skins by achieving a strong bond across the skin-core interface, as well as the fabrication efficiency. The aim of this research work is to investigate the mechanical properties and structural response of the various novel hybrid corrugated sandwich structures under three-point bending, quasi-static and dynamic compression, impact and blast loading. Firstly, tests are conducted to obtain mechanical properties of constituent materials. Then extensive experimental work is undertaken to determine the load-displacement relationships, the failure mechanisms and energy-absorbing characteristics of a large number of corrugated-cores with different cell wall thickness, core configurations and reinforcement, types of foam cores, foam core densities, unit cell sizes, core-layers, core materials and cores with vertical reinforcements. The results reveal relationships of the structural response and types of the failure mode occurred during the tests. The finite element models have then be developed to simulate the response of the corrugated structures tested, which are validated against the corresponding experimental results in terms of deformation and failure modes. The agreement between the numerical predictions and the experimental results is very good across the range of the structures and configurations investigated. Here, the fibre reinforced composites before the onset of damage is modelled as an orthotropic linear elastic material and the damage is modelled using Hashin’s criteria. The aluminium alloys are simulated as an isotropic elastic material before the yield point, followed by strain hardening. The ultimate failure is modelled using the shear failure and ductile failure available in the commercial code Abaqus. Parametric studies are also carried out using the validated numerical models to investigate the structural responses of the corrugated curvilinear aluminium structures subjected to various loading and geometric and material conditions. The dynamic characteristics of the composite sandwich structures through series of experimental tests and numerical predictions investigated in this project can be used in the design of lightweight composite structures for energy-absorbing applications in aerospace, marine and vehicle transportation industries.

APA, Harvard, Vancouver, ISO, and other styles

10

Thill, Christophe. "Corrugated composite structures for morphing wing skin applications." Thesis, University of Bristol, 2010. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.685422.

Full text

Abstract:

This PhD study developed a composite structure with extreme orthotropic stiffness properties that offers the possibility for use as a skin panel in a morphing trailing edge control surface. The work has shown through an extensive literature review a lack of maturity in existing morphing skin concepts and thus the need for further research and development in this field. The focus of this investigation was on arranging conventional composite materials in a hierarchical structure that allows the combination of inherently different properties such as compliance and stiffness. This resulted in a fibre reinforced composite corrugated sandwich structure that is stiff parallel to the corrugation direction and relatively compliant, in tension and flexure, transverse to the corrugation direction. Experimental, analytical and numerical structural analysis was carried out to define the envelope within which corrugated structures can be designed to meet the requirements of a morphing skin. Further experimental and numerical aerodynamic investigations showed how to best implement these corrugated morphing skins in order to minimise the aerodynamic penalties. The combination of these results led to the design, manufacturing and testing of an aerofoil section with a morphing trailing edge control surface that incorporates a corrugated morphing skin. Low speed wind tunnel tests proved the concept but also highlighted limitations and raised suggestions for future work

APA, Harvard, Vancouver, ISO, and other styles

More sources

Books on the topic "Corrugated structure"

1

Corrugated Paper Packaging & Structure Design. Design Media Publishing Ltd, 2018.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

2

Shaw, Rex. Corrugated panels applied to locomotive structures. 1992.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

3

George, Abdel-Sayed, Bakht Baidar, and Jaeger L. G, eds. Soil-steel bridges. McGraw-Hill, 1994.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

4

Pohl, Almut. Strengthened Corrugated Paper Honeycomb for Application in Structural Elements. vdf Hochschulverlag ETH Zurich, 2010.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

5

England, Great Britain: Highways. Design Manual for Roads and Bridges : Vol. 2 : Highway Structures : Design, Section 2 : Special Structures, Part 6: Design of Corrugated Steel Buried Structures. Stationery Office, The, 2020.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

6

England, Great Britain: Highways. Design Manual for Roads and Bridges : Vol. 2 : Highway Structures : Design, Section 2 : Special Structures, Part 6: Design of Corrugated Steel Buried Structures. Stationery Office, The, 2018.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

7

England, Highways. Design Manual for Roads and Bridges : Vol. 3 : Highways Structures : Inspection and Maintenance, Section 3 : Repair, Part 4: Management of Corrugated Steel Buried Structures. Stationery Office, The, 2020.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

8

Staff, Stationery Office. Design Manual for Roads and Bridges. Vol. 3 : Highway Structures : Inspection and Maintenance. Section 3 Repair : Part 4: Management of Corrugated Steel Buried Structures. Stationery Office, The, 2004.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

9

Agency, Highways. Design manual for roads and Bridges : Vol. 3 : Highway structures : inspection and maintenance, Section 3 : Repair, Part 4: Management of corrugated steel buried Structures. Stationery Office, The, 2009.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

10

Agency, Highways. Design Manual for Roads and Bridges : Vol. 3 : Highway Structures : Inspection and Maintenance, Section 3 : Repair, Part 4: Management of Corrugated Steel Buried Structures. Stationery Office, The, 2008.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

Book chapters on the topic "Corrugated structure"

1

Chen, Chen. "Simulation Analysis of Energy Absorption Characteristics of Corrugated Beams in Civil Aircrafts." In Lecture Notes in Mechanical Engineering. Springer Nature Singapore, 2025. https://doi.org/10.1007/978-981-97-7887-4_92.

Full text

Abstract:

Abstract Corrugated beams are widely used in the structural design of cargo floor supports in civil aircraft due to their good load carrying capacity and impact resistance characteristics. In this paper, based on the explicit integral algorithm of transient dynamics and the finite element analysis method, the nonlinear process of corrugated beam structure in crash is calculated and analysed. The results show that the energy-absorbing performance of corrugated beams can be greatly improved after increasing the wavelength and reducing the amplitude and thickness, making them lightweight and efficient energy-absorbing components.

APA, Harvard, Vancouver, ISO, and other styles

2

Amielh, M., F. Anselmet, Y. Jiang, et al. "Controlling the Acoustic Resonance in a Corrugated Flow Pipe." In Fluid-Structure-Sound Interactions and Control. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-40371-2_37.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

Sen, Vikrant, and Shivdayal Patel. "Corrugated Sandwich Structure Modeling Under Low Velocity Impact." In Lecture Notes in Mechanical Engineering. Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-9523-0_11.

Full text

APA, Harvard, Vancouver, ISO, and other styles

4

Zhao, Lin, Jiqiang Wang, Long Jiang, and Lianqing Li. "Optical Fiber Pressure Sensor Based on Corrugated Diaphragm Structure." In Advances in Intelligent Systems and Computing. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-34387-3_91.

Full text

APA, Harvard, Vancouver, ISO, and other styles

5

Ge, Rongyu, Yimin Wu, and Haitao Wang. "Structure Design of Die Cutting Unit in Corrugated Carton Production Line." In Advanced Graphic Communications, Packaging Technology and Materials. Springer Singapore, 2015. http://dx.doi.org/10.1007/978-981-10-0072-0_88.

Full text

APA, Harvard, Vancouver, ISO, and other styles

6

Fu, Wenqiang, Xinsha Fu, Yuting He, and Baijian Li. "Field test of a medium-size double-span box-type corrugated steel bridge." In Advances in Civil Function Structure and Industrial Architecture. CRC Press, 2022. http://dx.doi.org/10.1201/9781003305019-57.

Full text

APA, Harvard, Vancouver, ISO, and other styles

7

Nakamura, Gen, Kengo Uehara, Nozomu Kogiso, and Tomohiro Yokozeki. "Optimum Morphing Shape Design for Morphing Wing with Corrugated Structure Using RBF Network." In Advances in Structural and Multidisciplinary Optimization. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-67988-4_70.

Full text

APA, Harvard, Vancouver, ISO, and other styles

8

Zhang, Jindan, Jun Cai, Ying Su, Qingyou He, and Xinyue Lin. "Research and Development and Pilot Application of Innovative Technology of Prefabricated Concrete." In Lecture Notes in Civil Engineering. Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-1260-3_20.

Full text

Abstract:

AbstractRelying on the prefabricated construction project of a university in Guangxi, the standardization design of the building structure is proposed for the low standardization of prefabricated building design and serious conflicts in on-site construction, and the reinforced U-shaped ring is especially proposed for the problem of node collision in site construction. Advanced connection technologies such as buckle connection and steel slot connection and new components such as laminated truss floor slabs and corrugated pipe through-hole prefabricated columns. At the same time, BIM technology is used to verify the technical scheme. The result shows: the standardization degree of the integrated design of building structure proposed in the article High, can significantly improve the design and production efficiency, and the use of new connection technology and new components can effectively reduce the collision of steel bars and facilitate construction.

APA, Harvard, Vancouver, ISO, and other styles

9

Pacheco Flores de Valgaz, Angela, Gabriela Salcedo Cajas, and Ana Rivas Fermín. "From Rice Husk to Graphene: Exploring the Effect of Calcination and Leaching." In Lecture Notes in Networks and Systems. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-87065-1_25.

Full text

Abstract:

Abstract This study aims to assess the impact of leaching with HCl and calcination at varying temperatures (300–600 ℃) on the production of graphene from rice husks. The samples underwent calcination at different temperatures, were mixed with KOH, and synthesized at 850 ℃ for two hours. SEM-EDS, FTIR, TGA, XRD, and Raman were used for characterization. The resulting synthesized products had carbon content higher than 96% and morphology similar to corrugated paper with a multilayered structure. The temperature range of 450–600 ℃ was found to be the most favorable for successful synthesis. The use of XRD and Raman spectroscopies confirmed the synthesis of graphene. These findings provide valuable insights for optimizing graphene production, paving the way for a sustainable and potentially profitable approach.

APA, Harvard, Vancouver, ISO, and other styles

10

Duškov, Milan, and Jeroen Tameling. "N222 Roundabout upon EPS Embankment with Integrated Corrugated Steel Tunnel Structure Without Pile Foundation." In 5th International Conference on Geofoam Blocks in Construction Applications. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-78981-1_25.

Full text

APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Corrugated structure"

1

Biao, Du, Zhang Ri-rong, and Wang Han-li. "Analysis of N-Slot Structure Corrugated Horn." In EMC_1988_Wroclaw. IEEE, 1988. https://doi.org/10.23919/emc.1988.10832797.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Zhao, Jiabin, Longbin Liu, Shaozhe Ding, and Mengyang Fan. "Double-layer integrated thermal protection design based on corrugated structure." In 2023 6th International Conference on Mechatronics, Robotics and Automation (ICMRA). IEEE, 2023. http://dx.doi.org/10.1109/icmra59796.2023.10708483.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

Gang, Yang, Mohd Ahmad Zaharuddin Faridh, and Noordin Mohd Yusof. "Research Progress on Welding Method of Corrugated Core and I-Core Sandwich Plate." In International Conference on X-Rays and Related Techniques in Research and Industry 2023. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-jy4bkd.

Full text

Abstract:

The use of sandwich plates has gained significant popularity in the construction and machinery industries due to their exceptional stiffness-to-mass and strength-to-mass ratios. Among various structural types, I-core sandwich plates (T-joints) and corrugated-core sandwich plates (K-joints) are widely utilized. The welding method employed significantly impacts joint performance and overall structural characteristics. This review paper examines recent research on these commonly used sandwich plates and their joint performance, encompassing preparation methods, performance evaluation, structure optimization, and overall research progress. Furthermore, the influence of different preparation methods on the overall performance of sandwich plates is also addressed.

APA, Harvard, Vancouver, ISO, and other styles

4

Komesu, D., and H. Morita. "Basic Study on Effect of Corrugated Barrier Structure Made Using 3D-Printer on Surface Discharge." In 2024 IEEE Conference on Electrical Insulation and Dielectric Phenomena (CEIDP). IEEE, 2024. https://doi.org/10.1109/ceidp61745.2024.10907370.

Full text

APA, Harvard, Vancouver, ISO, and other styles

5

Bareikis, Nerijus. "High strength steel influence on sustainability of corrugated soil-steel composite bridge." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.0807.

Full text

Abstract:

<p>Corrugated soil-steel (CSS) composite structures because of interaction with surrounding soil are characterized by high strength to cost ratio. For the past decade the span of CSS bridges is growing and the demand of development of their sustainable innovations is increasing respectively. The advantages of high strength steel (HSS) to the behaviour of CSS composite bridges were barely analysed in perspective of sustainability. This study analyses high strength steel of a yield stress up to 1300 MPa influence on utilization ratio of large span CSS structure of the deepest corrugation of 500 x 237 mm. Results presented in this article indicate the influence on CSS bridge design of HSS and innovative the deepest corrugation cross-section strengthened with circular hollow section steel pipes. Results indicated 32.7% utilization ratio reduction in transition from conventional 420 MPa steel to high strength 690 MPa steel for 17.5 m span open two-radius arch profile.</p>

APA, Harvard, Vancouver, ISO, and other styles

6

Chun, Min Sung, Krishna K. Rodda, Tae Yoon Park, et al. "A Structural Capacity Evaluation for Corrugated Membrane Structure of LNG Cargo Containment System." In ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/omae2013-10493.

Full text

Abstract:

Corrugated membrane structure is adopted as 1st barrier of membrane type LNG cargo containment system of LNG carrier to reduce thermal stress caused by cryogenic temperature of LNG. The corrugated structure, however, can lead to buckling and large deformation followed by plastic strain at a local area of the 1st barrier under sloshing load. Therefore in order to evaluate structural capacity of the corrugated membrane, structural response against various environmental loading such as hull deformation, sloshing load as well as thermal loading should be investigated. In this study, failure criteria for corrugated membrane is proposed based on rupture strain of the material considering the objective of the 1st barrier of LNG cargo containment system with respect to functionality. And the structural responses of corrugated membrane, for each environmental loading, are carefully evaluated. To evaluate structural response under sloshing load and thermal loading, a series of finite element analysis is carried out and plastic strains for each loadings condition are estimated. In addition, to investigate the effect of plastic strain developed during metal forming process for corrugated membrane on structural response, plastic strain on corrugated membrane developed by metal forming is measured through real manufacturing process. By comparing accumulated plastic strain due to thermal, sloshing load as well as material forming to material rupture strain obtained from material tensile test, structural capacity of the corrugated membrane structure of LNG cargo containment system is evaluated.

APA, Harvard, Vancouver, ISO, and other styles

7

Ringsberg, Jonas W., Hu¨seyin Sag˘lam, Md Asaduzzaman Sarder, and Anders Ulfvarson. "Optimization of Corrugated Shell Plating for Marine Structures." In ASME 2011 30th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2011. http://dx.doi.org/10.1115/omae2011-50216.

Full text

Abstract:

The structural weight of a shell-plated structure can be reduced in numerous ways. The current investigation presents an example of innovative lightweight design of the pontoon of an offshore platform by utilization of corrugated structure. The corrugated shell plating is compared with a conventional stiffened panel with respect to strength, weight and cost. For this purpose, an optimization methodology is developed for shell-plated marine structures. The procedure enables the analysis/comparison of various (structural) solutions with regard to strength characteristics, weight and cost. Here, strength characteristics include ultimate tensile strength, buckling stability and fatigue life analyses. Linear elastic finite element analyses are carried out to generate input to the structural characteristics studies, which involve several design criteria according to classification rules. The results show that in competition with the traditional stiffened panel, the corrugated shell-plated structure can be used as the more lightweight design solution. It can be manufactured and installed at a lower cost. Finally, the structural strength characteristics analyses show that, when designed properly, classification rules are fulfilled without compromising with the safety margins.

APA, Harvard, Vancouver, ISO, and other styles

8

Onischenko, I., D. Sidorenko, G. Sotnikov, and L. Altgilbers. "Electrodynamics of Plasma-filled Corrugated Coaxial Structure." In 33rd Plasmadynamics and Lasers Conference. American Institute of Aeronautics and Astronautics, 2002. http://dx.doi.org/10.2514/6.2002-2107.

Full text

APA, Harvard, Vancouver, ISO, and other styles

9

Junting Cui, Hongxia Yi, Mingguang Huang, and Dong Xiang. "Photonic crystal-structure for corrugated rectangular waveguide slow-wave structure." In 2016 IEEE International Vacuum Electronics Conference (IVEC). IEEE, 2016. http://dx.doi.org/10.1109/ivec.2016.7561886.

Full text

APA, Harvard, Vancouver, ISO, and other styles

10

Wu, Yunlong, Da Li, Yu-Di Fan, Di Gao, and Er-Ping Li. "Design of Bandstop Frequency-Selective Structure Based on Corrugated Structure." In 2023 IEEE MTT-S International Wireless Symposium (IWS). IEEE, 2023. http://dx.doi.org/10.1109/iws58240.2023.10223116.

Full text

APA, Harvard, Vancouver, ISO, and other styles

Reports on the topic "Corrugated structure"

1

Nema, Arpit, and Jose Restrep. Low Seismic Damage Columns for Accelerated Bridge Construction. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/zisp3722.

Full text

Abstract:

This report describes the design, construction, and shaking table response and computation simulation of a Low Seismic-Damage Bridge Bent built using Accelerated Bridge Construction methods. The proposed bent combines precast post-tensioned columns with precast foundation and bent cap to simplify off- and on-site construction burdens and minimize earthquake-induced damage and associated repair costs. Each column consists of reinforced concrete cast inside a cylindrical steel shell, which acts as the formwork, and the confining and shear reinforcement. The column steel shell is engineered to facilitate the formation of a rocking interface for concentrating the deformation demands in the columns, thereby reducing earthquake-induced damage. The precast foundation and bent cap have corrugated-metal-duct lined sockets, where the columns will be placed and grouted on-site to form the column–beam joints. Large inelastic deformation demands in the structure are concentrated at the column–beam interfaces, which are designed to accommodate these demands with minimal structural damage. Longitudinal post-tensioned high-strength steel threaded bars, designed to respond elastically, ensure re-centering behavior. Internal mild steel reinforcing bars, debonded from the concrete at the interfaces, provide energy dissipation and impact mitigation.

APA, Harvard, Vancouver, ISO, and other styles

2

Grot, Stephen. Corrugated Membrane Fuel Cell Structures. Office of Scientific and Technical Information (OSTI), 2013. http://dx.doi.org/10.2172/1095120.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

Willi, Joseph, Keith Stakes, Jack Regan, and Robin Zevotek. Evaluation of Ventilation-Controlled Fires in L-Shaped Training Props. UL's Firefighter Safety Research Institute, 2016. http://dx.doi.org/10.54206/102376/mijj9867.

Full text

Abstract:

Investigations of recent firefighter line of duty deaths caused by rapid fire progression have highlighted a deficiency in firefighters’ understanding of how certain tactics affect the fire dynamics of ventilation-controlled fires. Many fires are in a ventilation-limited, decay state by the time firefighters arrive at the scene, meaning that introducing additional ventilation to the environment has the potential to cause rapid and intense fire growth. To more effectively teach firefighters about the potential effects of ventilation on a compartment fire, ventilation-controlled fires should be gener- ated during training. Safely creating such fires while maintaining compliance with NFPA 1403: Standard on Live-Fire Training Evolutions allows instructors to educate students on this important principle of fire dynamics in the training environment. Structures utilized for live-fire training have evolved from typical concrete burn buildings to now include smaller purpose-built props, like those constructed from steel shipping containers or wood and gypsum board. Such props have been embraced by organizations due to their cost-effectiveness and potential to improve fire behavior training. Obtaining a thorough understanding of the capa- bilities and limitations of such props is critical for instructors to convey accurate messages during training and properly prepare firefighters for scenarios they’ll encounter in the field. Experiments were conducted to quantify the fire environment in L-shaped props with different wall constructions. One prop had an interior wall lining of gypsum board over wood studs and fiberglass insulation. The two other props were constructed from metal shipping containers with corrugated steel walls; one had ceilings and walls comprised solely of the corrugated steel, while the other had ceilings and walls comprised of rolled steel sheeting over mineral wool insulation with the corrugated steel wall as its backing. Three fuel packages were compared between the props: one contained furnishings mainly composed of synthetic materials and foam plastics; another contained wooden pallets and straw; and the third contained wooden pallets, straw, and oriented strand board (OSB). A stochastic approach was used to compare data between replicate tests and quantify the repeatability of the different props and fuel packages, all of which were deemed sufficiently repeatable. Comparisons of data between the three props revealed that thermal conditions between experiments in the two metal props were indistinguishable, suggesting that the additional layer of insulation did not significantly alter the fire environment. Additionally, thermal conditions in the gypsum-lined prop were more severe than those in the metal props. The effects of ventilation changes on fire conditions were also analyzed across various prop and fuel load combinations. Lastly, the response of the thermal environment in each prop during interior suppression was evaluated, and the results implied that the thermal exposure to the firefighter was more severe in the metal props than the gypsum prop for a brief period following the start of suppression.

APA, Harvard, Vancouver, ISO, and other styles

4

STUDY ON SEISMIC BEHAVIOR OF TRAPEZOIDAL CORRUGATED STEEL PLATE SHEAR WALL STRUCTURE WITH PEC COLUMN. The Hong Kong Institute of Steel Construction, 2023. http://dx.doi.org/10.18057/ijasc.2023.19.2.8.

Full text

Abstract:

This paper has carried out experimental and numerical research on the hysteretic characteristics of a corrugated steel plate shear wall which has a partially encased composite (PEC) column (PEC-CSPSW). Two single layer PEC-CSPSW cycle tests were conducted. For the sake of simulating the experimental results, the writer made a numerical model and verified it. The capacity of energy dissipation and failure mode of the structure were studied. The results displayed the PEC-CSPSWs had excellent bearing capacity, ductility, and energy dissipation feature, and the bearing capacity declined gradully. The PEC composite column could heighten the frame column’s stiffness, enhance the steel plate anchoring effect , and then give full play to its post-buckling strength. The effects of the thickness, wavelength, wave height of the corrugated steel plate, and the strength of concrete on the lateral force resistance were analyzed. The results indicated that, under the rational parameter design, the CSPSW proposed in this paper had a high bearing capacity and strong energy dissipation feature. Besides, it was an ideal lateral force resisting and energy dissipation member.

APA, Harvard, Vancouver, ISO, and other styles

5

STUDY ON THE IMPACT CUSHIONING PERFORMANCE AND STRUCTURAL OPTIMIZATION OF A MODULAR COMPOSITE BUFFERING STRUCTURE. The Hong Kong Institute of Steel Construction, 2024. http://dx.doi.org/10.18057/ijasc.2024.20.2.2.

Full text

Abstract:

The traditional concrete rockfall shed, relying on a sand cushion for impact energy absorption, suffers from limited buffering performance, long recovery cycles, and inadequate resilience in emergency disaster prevention. To address these issues, this paper proposes a modular composite buffering structure comprising a flexible steel buffer and a sand cushion. A 500kJ impact test was conducted on the structure to investigate its mechanical behavior and rockfall cushioning performance. The test revealed the energy dissipation mechanism between the flexible steel buffer and the sand. Using the LS-DYNA platform, a FEM-DEM coupled dynamic numerical model was established to compare the cushioning performance of the buffering structure with other typical cushions. Additionally, the supports under the concrete slab and the structural layout of the flexible buffer were optimized to achieve better buffering and structural perfoemance. The research demonstrates that the composite buffering structure exhibits excellent cushioning performance, remaining intact under 500 kJ impact. Compared to sand material and EPS-sand cushion, the composite buffering structure reduces impact force by 62% and 20%, respectively. After replacing the supports under the slab by buckling corrugated tubes, the composite system is able to bear 1000kJ impact and the slab’s bearing capacity is improved. With its superior cushioning performance, the composite buffering structure shows great potential for engineering applications.

APA, Harvard, Vancouver, ISO, and other styles

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!