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Relevant bibliographies by topics / Thin-walled structures – Design – Research

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Academic literature on the topic 'Thin-walled structures – Design – Research'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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Journal articles on the topic "Thin-walled structures – Design – Research"

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Tian, Jing, Wei Wu, and Yan Ting Ai. "Research on the Influence of Reinforced Rib Thin-Walled Casing Structure Stiffness." Applied Mechanics and Materials 401-403 (September 2013): 700–703. http://dx.doi.org/10.4028/www.scientific.net/amm.401-403.700.

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Reinforced rib is used to strengthen the rigidity of thin-walled casing structure , inhibit the vibration of the structure effectively. In this paper, Finite Element Method is used to simulate the typical reinforced rib thin-walled casing structure. Changing the reinforced rib positions and geometric parameters such as sizes, then calculate the stiffness to weight ratio and dynamic response, at the same time ,make a comparison. The result shows that: The thin-walled case with reinforced rib, the tensile stiffness and bending stiffness were increased, but the stiffness to weight ratio is presen

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Choo, Y. S. "Recent Development and Innovation in Tubular Structures." Advances in Structural Engineering 8, no. 3 (2005): 217–30. http://dx.doi.org/10.1260/1369433054349097.

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This paper highlights some of the research results achieved by the author and his teammates on tubular structures and thick-walled circular hollow section (CHS) connections. Excellent research and developmental work on thin-walled CHS connections has been conducted by a number of world renowned experts. However, there is little available information on thick-walled CHS connections, which are joints with chord outer radius-to-wall thickness ratio γ ≤ 10. This paper first presents the plastic load approach for strength definition of tubular joints and shows that current design recommendations ma

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Šapalas, Antanas, Gintas Šaučiuvėnas, Konstantin Rasiulis, Mečislovas Griškevičius, and Tomas Gečys. "BEHAVIOUR OF VERTICAL CYLINDRICAL TANK WITH LOCAL WALL IMPERFECTIONS." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 25, no. 3 (2019): 287–96. http://dx.doi.org/10.3846/jcem.2019.9629.

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Design of modern thin-walled metal structures is widely used around the world. In recent decades, more comprehensive research is carried out to investigate the behaviour of various thin-walled structures. Generally, the structure with regular geometry is investigated. In various countries such as USA, Russia, and the European Union issued the standards on regulation of the construction, design and maintenance of thin-walled structures. The actually used period of tanks usually is longer than recommendatory period. Recommendatory maintenance period of metal tanks is 15–20 years. Therefore, for

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Meshreki, Mouhab, Helmi Attia, and József Kövecses. "Modeling the Varying Dynamics of Thin-Walled Aerospace Structures for Fixture Design Using Genetic Algorithms." Advanced Materials Research 223 (April 2011): 652–61. http://dx.doi.org/10.4028/www.scientific.net/amr.223.652.

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Fixture design for milling of aerospace thin-walled structures is a challenging process due to the high ﬂexibility of the structure and the nonlinear interaction between the forces and the system dynamics. At the same time, the industry is aiming at achieving tight tolerances while maintaining a high level of productivity. Numerical models based on FEM have been developed to simulate the dynamics of thin-walled structures and the effect of the ﬁxture layout. These models require an extensive computational effort, which makes their use for optimization very unpractical. In this research work, a

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Wu, Hequan, Libo Cao, and Hongfeng Mao. "Crashworthiness Optimization of Thin-Walled Rail with Different Collision Boundary Conditions." Open Mechanical Engineering Journal 9, no. 1 (2015): 558–63. http://dx.doi.org/10.2174/1874155x01509010558.

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As the world automotive crash safety regulations are different, it’s very important to design the energy absorbing structures that satisfy different collision boundary conditions. A large number of vehicle energy absorption beams dimensions were measured and then a common thin-walled rail was chosen. Considering the complexity of automobile collision boundary, finite element analysis and experimental design, interval uncertain algorithms, Kriging approximate model, NSGA - II genetic algorithm were combined to optimize the structure of the thin-walled rail with different impact velocity and dif

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Qahorov, K. Q., O. E. Sysoev, and E. O. Sysoev. "Influence of Class of Concrete on Oscillations of Thin-Wall Cylindrical Reinforced Concrete Shells." Materials Science Forum 992 (May 2020): 59–65. http://dx.doi.org/10.4028/www.scientific.net/msf.992.59.

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Thin-walled cylindrical shell made of reinforced concrete, is widely used in the construction of buildings and structures as coatings and forms of architecture of buildings. Thin-walled shell its shape can give entertainment to the architectural design of buildings, and their rigidity helps to block large spans, creating more closure of the room without additional supports. Another advantage of using cloud forms of structures is the efficiency of this design, since for the manufacture of shell forms of structures less construction material is spent than any other design for coating. The purpos

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Chen, Bing Zhi, Zhi Dong Lv, Su Ming Xie, and Wen Zhong Zhao. "Anti-Crashing Energy-Absorbing Simulation and Optimization of Thin-Walled Components." Advanced Materials Research 201-203 (February 2011): 347–55. http://dx.doi.org/10.4028/www.scientific.net/amr.201-203.347.

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Higher speed and loading capacity of trains nowadays have aroused higher ability of crashworthiness, which could be effectively improved by well-designed energy absorbing structures. The thin-walled components, the most traditional and effective energy absorbing device, have been widely used for design of energy absorbing device. As a result, the thin-walled components are used as an example to examine the process of axial compression of it. A comparison of a dynamic compressing simulation on fold-collapse tube and the experimental result of it is made, which shows the two matches very well. B

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Różyło, P. "Experimental-numerical test of open section composite columns stability subjected to axial compression." Archives of Materials Science and Engineering 84, no. 2 (2017): 58–64. http://dx.doi.org/10.5604/01.3001.0010.0979.

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Purpose: The aim of the work was to analyse the critical state of thin-walled composite profiles with top-hat cross section under axial compression. Design/methodology/approach: The purpose of the work was achieved by using known approximation methods in experimental and finite element methods for numerical simulations. The scope of work included an analysis of the behavior of thin-walled composite structures in critical state with respect to numerical studies verified experimentally. Findings: In the presented work were determined the values of critical loads related to the loss of stability

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Čítek, David, Jiří Kolísko, Petr Tej, Tomáš Mandlík, and Stanislav Řeháček. "Prefabrication of the Thin-Walled U-Profile UHPFRC Footbridge." Key Engineering Materials 760 (January 2018): 152–57. http://dx.doi.org/10.4028/www.scientific.net/kem.760.152.

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This article presents a mix design, preparation and production of thin-walled footbridge made from UHPFRC. Optimization of UHPFRC matrix and parameters of this material leads to the design of very thin structures. In this case an experimental pedestrian bridge was designed and prepared. Single-span bridge with span of 10 m and the clear width of 1.50 m with the total thickness of shell structure 30 - 45 mm was cast as a prefabricated element in one piece. Self-compacting character of UHPFRC with high flowability allows the production of the final structure. Extensive research was done before p

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Zhou, Junxian, Chuang Dong, Bingzhi Chen, and Xu Niu. "Design and Numerical Simulation of Pyramidal Prefolded Patterned Thin-Walled Tubes." Advances in Materials Science and Engineering 2021 (January 18, 2021): 1–16. http://dx.doi.org/10.1155/2021/6614381.

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An improved pyramidal prefolded pattern was designed and applied to thin-walled tubes. This delicately designed pattern modularizes the tube to control the folding process and act as an inducer to trigger deformation modes with outstanding crushing performance. Dynamic crushing tests were conducted numerically; the simulation results reveal that the patterned square tube developed a deformation mode with shorter wavelength, better load consistencies, and higher energy-absorption efficiency (up to 29%) than that of the traditional counterpart. Moreover, geometric analysis was performed and stru

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Dissertations / Theses on the topic "Thin-walled structures – Design – Research"

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Savic, Vesna. "Design optimization of thin-walled composite beams /." Thesis, Connect to this title online; UW restricted, 2000. http://hdl.handle.net/1773/7036.

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Ugail, Hassan, and M. J. Wilson. "Automatic design and optimisation of thermoformed thin-walled structures." American Institute of Aeronautics and Astronautics, 2004. http://hdl.handle.net/10454/2954.

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Yes<br>Here the design and functional optimisation of thermoformed thin-walled structures made from plastics is considered. Such objects are created in great numbers especially in the food packaging industry. In fact these objects are produced in such vast numbers each year, that one important task in the design of these objects is the minimisation of the amount of plastic used, subject to functional constraints. In this paper a procedure for achieving this is described, which involves the automatic optimisation of the mold shape taking into account the strength of the final object and i

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Kriegesmann, Benedikt [Verfasser]. "Probabilistic design of thin-walled fiber composite structures / Benedikt Kriegesmann." Hannover : Technische Informationsbibliothek und Universitätsbibliothek Hannover (TIB), 2012. http://d-nb.info/1026931495/34.

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Kim, Ji Hoon. "Conceptual Design Tools for Hybrid Joints for Thin-Walled Structures." The Ohio State University, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=osu1595464214740813.

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Ugail, Hassan. "Parametric design and optimisation of thin-walled structures for food packaging." Springer, 2003. http://hdl.handle.net/10454/2647.

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In this paper the parametric design and functional optimisation of thin-walled structures made from plastics for food packaging is considered. These objects are produced in such vast numbers each year that one important task in the design of these objects is to minimise the amount of plastic used, subject to functional constraints, to reduce the costs of production and to conserve raw materials. By means of performing an automated optimisation on the possible shapes of the food containers, where the geometry is parametrised succinctly, a strategy to create the optimal design of the containers

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Ugail, Hassan. "Optimal design of thin-walled structures by means of efficient parameterization." American Institute of Aeronautics and Astronautics, 2002. http://hdl.handle.net/10454/2943.

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Buhagiar, Spiridione. "Behaviour and design of structures using thin-walled cold-formed sections." Thesis, Imperial College London, 1993. http://hdl.handle.net/10044/1/8557.

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Meshreki, Mouhab. "Dynamics of thin-walled aerospace structures for fixture design in multi-axis milling." Thesis, McGill University, 2009. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=32614.

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Milling of thin-walled aerospace structures is a critical process due to the high flexibility of the workpiece. Available models for the prediction of the effect of the fixture on the dynamic response of the workpiece are computationally demanding and fail to represent practical cases for milling of thin-walled structures. Based on the analysis of typical structural components encountered in the aerospace industry, a generalized unit-element, with the shape of an asymmetric pocket, was identified to repre

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Hunkeler, Stephan. "Topology optimisation in crashworthiness design via hybrid cellular automata for thin walled structures." Thesis, Queen Mary, University of London, 2014. http://qmro.qmul.ac.uk/xmlui/handle/123456789/8295.

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Crashworthiness design is one of the most critical areas of automotive design. It is really demanding for the structure and can therefore have a large influence on the final design. It is also difficult to model accurately and costly to simulate which has an important impact on the design process. Most car companies have now stopped addressing crashworthiness design with trial and error approaches, in favour of more advanced automated structural optimisation methods. While most relevant applications so far use size or shape optimisation, the ultimate way to achieve significant mass reduction i

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Song, Ohseop. "Modeling and response analysis of thin-walled beam structures constructed of advanced composite materials." Diss., This resource online, 1990. http://scholar.lib.vt.edu/theses/available/etd-07282008-135316/.

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Books on the topic "Thin-walled structures – Design – Research"

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International Conference on Thin-Walled Structures (2nd 1998 National University of Singapore). Thin-walled structures: Research and development : Second International Conference on Thin-Walled Structures. Elsevier, 1998.

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2

Ghersi, A. Design of metallic cold-formed thin-walled members. Spon Press, 2002.

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R, Landolfo, and Mazzolani Federico M, eds. Design of metallic cold-formed thin-walled members. Spon Press, 2001.

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F, Doyle James. Nonlinear Analysis of Thin-Walled Structures: Statics, Dynamics, and Stability. Springer New York, 2001.

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Pilkey, Walter D. Analysis and Design of Elastic Beams. John Wiley & Sons, Ltd., 2002.

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Analysis and design of elastic beams: Computational methods. Wiley, 2002.

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I͡Akupov, N. M. Raschet uprugikh tonkostennykh konstrukt͡sii slozhnoĭ geometrii. Rossiĭskai͡a akademii͡a nauk, Kazanskiĭ nauch. t͡sentr, In-t mekhaniki i mashinostroenii͡a, 1993.

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Golovanov, A. I. Sovremennye konechno-ėlementnye modeli i metody issledovanii︠a︡ tonkostennykh konstrukt︠s︡iĭ. Kazanskiĭ gos. universitet, 2005.

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Mileĭkovskiĭ, I. E. Raschet tonkostennykh konstrukt͡s︡iĭ. Stroĭizdat, 1989.

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A, LaBoube Roger, ed. Cold-formed steel design. 4th ed. Wiley, 2010.

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Book chapters on the topic "Thin-walled structures – Design – Research"

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Vatin, Nikolay I., and Alexey S. Sinelnikov. "Strength and Durability of Thin-Walled Cross-Sections." In Design, Fabrication and Economy of Metal Structures. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36691-8_25.

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Zhou, Shien, Chan Qiu, Zhenyu Liu, and Jianrong Tan. "A Rapid Design Method of Anti-deformation Fixture Layout for Thin-Walled Structures." In Advances in Mechanical Design. Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-6553-8_48.

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Turkalj, Goran, Stojan Kravanja, and Edin Merdanović. "Numerical Simulation of Large-Displacement Behaviour of Thin-Walled Frames Incorporating Joint Action." In Design, Fabrication and Economy of Metal Structures. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36691-8_19.

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Nedelcu, Mihai, Nicolae Chira, and Hortensiu L. Cucu. "Vibration Mode Decomposition from Finite Element Analysis of Axially Compressed Thin-Walled Members." In Design, Fabrication and Economy of Metal Structures. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36691-8_21.

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Chicaiza, Ángel, Luis Prola, Pedro Gala, Cristhian Chicaiza, and Marcia Ortiz. "FSplines: A Software for Linear Stability Analysis of Thin-Walled Structures, Version 2.0." In Innovation and Research. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-60467-7_28.

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Škaloud, Miroslav, Marie Zörnerová, and Shota Urushadze. "The Breathing Phenomenon in Thin-Walled Steel Girders – Experimental Investigation and Impact on Design." In Design, Fabrication and Economy of Metal Structures. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36691-8_22.

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Tusnina, Olga. "Design of Thin-Walled Z-Purlin Connections with Sandwich Panels in Roofs Made by Rivets." In Design, Fabrication and Economy of Metal Structures. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36691-8_24.

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Peixinho, Nuno, and Pedro Resende. "Simulation of Crashworthiness Performance of Thin-Walled Structures with Adapted Trigger Design." In Lecture Notes in Mechanical Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-79165-0_16.

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Ali, Mohamad Al, Michal Tomko, and Ivo Demjan. "Resistance of Compressed Thin-Walled Cold-Formed Steel Members with Regard to the Influence of Initial Imperfections." In Design, Fabrication and Economy of Metal Structures. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36691-8_17.

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Giżejowski, M. A., A. M. Barszcz, and J. Uziak. "Elastic buckling of thin-walled beam-columns based on a refined energy formulation." In Modern Trends in Research on Steel, Aluminium and Composite Structures. Routledge, 2021. http://dx.doi.org/10.1201/9781003132134-19.

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Conference papers on the topic "Thin-walled structures – Design – Research"

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Li, Yang, and Zhong You. "Thin-Walled Open-Section Origami Beams for Energy Absorption." In ASME 2014 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/detc2014-35204.

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Thin-walled beams with open-section are extensively employed as energy absorption structures in transportation system, e.g., automobile bumper beams and guardrails. However, during the crushing process of these traditional open-section structures, local section flattening and lateral buckling of the webs always occur, which lead to a reduction on section-height, resulting in a significantly smaller bending resistance at the later stage of deformation and the formation of localized plastic hinges. This paper presents a novel design of high performance energy absorption beams using developable o

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Wang, Jiantao, and Qing Sun. "Hysteretic performance research on high strength circular concrete-filled thin-walled steel tubular columns." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7287.

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Under violent earthquake motions, the severe damage in critical regions of structures could be ascribed to cumulative damage caused by cyclic loading. Using the high strength (HS) materials in concrete-filled steel tubular (CFST) columns is the effective way and popular tendency to promote the seismic behavior in anti-seismic design. In this paper, an experimental study on the hysteretic performance of high strength circular concrete-filled thin-walled steel tubular columns (HCFTST) columns was carried out. A total of six specimens were tested under constant axial compression combining cyclic

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Prabowo, Aditya Rio, Jung Min Sohn, Dong Myung Bae, and Agus Setiyawan. "Crashworthiness Assessment of Thin-Walled Bottom Structures During Powered-Hard Grounding Accidents." In ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/omae2018-77492.

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Advance development in engineering and technology has been massively triggered by establishment of the free market memorandum between countries across the globe. Explicitly, this agreement affects ship and offshore industries, where stakeholder and investor demand a wide range of accidental damage assessment. Achievement of this objective is highly influenced by sustainable research on maritime accidents. Ship grounding is categorized in impact phenomena, and record has evidenced grounding as the most risky accident. Since it is capable to evoke massive losses, estimation of structural perform

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Jiao, Peng, Zhiping Chen, He Ma, et al. "Buckling Test of Thin-Walled Metallic Cylindrical Shells Under Locally Distributed Axial Compression Loads." In ASME 2020 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/pvp2020-21326.

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Abstract Thin-walled cylindrical shell structure not only shows the highly efficient load carrying capacity but also is vulnerable to buckling instability failure. In practical application, these structures are more easily subjected to locally distributed axial compression load, which is a more common non-uniform loading case. However, until now, the buckling behaviors of thin-walled cylindrical shells under this kind of loading case are still unclear, and there are also few relevant buckling experiments. In order to fill this research gap as well as reveal the relevant failure mechanism of th

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Hosking, Nathan S., and Zahra Sotoudeh. "Converting Helicopter Rotor Blades From D-Spar to C-Spar: Allowing for Aeromorphing Structures." In ASME 2014 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/imece2014-36966.

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Modern helicopter blades are designed as thin-walled hollow structures in form of either C-spar or D-spar cross-sections. With the advent of new materials hollow designs have been implemented to reduce the overall weight of the structure. A D-spar is a rotor blade cross-section that is hollow in nature with a single vertical spar used to carry a large portion of the stresses otherwise carried by the skin [1]. The vertical spar is normally located between the leading edge and half of the chord length. The remaining volume aft of the vertical spar can either be hollow or filled with a honeycomb

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Han, Xiao, Wenbin Hou, and Ping Hu. "Theoretical and Numerical Analysis on Material-Stiffness Characteristics for Thin-Walled Beams on Vehicles." In ASME 2011 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/detc2011-47420.

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In order to study the lightweight effect of different materials on vehicle, we first took the two-end-fixed thin-walled beam as the research object and the Stiffness Mass Efficient as the corresponding criterion. According to the FEM simulation with four different materials conducted on thin-walled beam, the theoretical conclusion was proved coincident with the numerical one. Focusing on vehicle body-in-white, its material of beams was chosen as a variable in FEM analysis, and the relation between material attributes and body stiffness was acquired. It is noted that the magnesium-silicon alloy

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Zimmermann, Rolf H. "Multiobjective Optimization of Fiber Composite Shells for Maximum Buckling Load and Imperfection Tolerance." In ASME 1993 Design Technical Conferences. American Society of Mechanical Engineers, 1993. http://dx.doi.org/10.1115/detc1993-0354.

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Abstract The performance of thin-walled structures, which are endangered by buckling, is often strongly influenced by geometrical imperfections. It is impossible to know in advance the imperfections, which will be present in the real structure. Nevertheless, their influence has to be taken into account already at the design process. Attempts to identify characteristic imperfections due to specific manufacturing processes overcome this difficulty only partly, as they do not consider imperfections coming into existence after fabrication. The remedy is, to build imperfection tolerant structures.

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Algermissen, Stephan, and Hans P. Monner. "Reduction of Low-Frequency Sound Transmission Using an Array of 3D-Printed Resonant Structures." In ASME 2018 Conference on Smart Materials, Adaptive Structures and Intelligent Systems. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/smasis2018-7985.

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The reduction of low-frequency noise transmission through thin-walled structures is a topic of research for many years now. Due to large wavelengths and the mass law, passive solutions usually gain low performance in the frequency range below 500 Hz. Active systems promised to fill the gap and to achieve significant reductions of transmitted sound. Nevertheless, experiments showed the outstanding performance of such specialized systems, but also demonstrated the computational and hardware effort of such solutions. The upcoming additive manufacturing technology enabled new multi-material design

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Kidambi, Narayanan, and K. W. Wang. "On the Deployment of Multistable Kresling Origami-Inspired Structures." In ASME 2019 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/detc2019-97427.

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Abstract Origami designs have attracted significant attention from researchers seeking to develop new types of deployable structures due to their ability to undergo large and complex yet predictable shape changes. The Kresling pattern, which is based on a natural accumulation of folds and creases during the twist-buckling of a thin-walled cylinder, offers a great example for the design of deployable systems that expand uniaxially into tubes or booms. However, much remains to be understood regarding the characteristics of Kresling-based deployable systems, and their dynamics during the deployme

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Davidson, Stephanie. "Pulp: Research in Temporary, Biodegradable Structures." In AIA/ACSA Intersections Conference. ACSA Press, 2020. http://dx.doi.org/10.35483/acsa.aia.inter.20.4.

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This paper documents in-progress design research in temporary, biodegradable structures. The experimental, thin-shell monocoque structures have been cast using a variety of cellulose-based materials, and represent a sampling of the outcome of a studio taught at three different architecture schools to date.

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Reports on the topic "Thin-walled structures – Design – Research"

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Robinson, W. Evaluation of thin flexible pavements under simulated aircraft traffic. Engineer Research and Development Center (U.S.), 2020. http://dx.doi.org/10.21079/11681/39161.

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A full-scale airfield pavement test section was constructed and trafficked by the U.S. Army Engineer Research and Development Center (ERDC) to evaluate the performance of relatively thin airfield pavement structures. The test section consisted of 16 test items that included three asphalt pavement thicknesses and two different aggregate base courses. The test items were subjected to simulated aircraft traffic to evaluate their response and performance to realistic aircraft loads and to evaluate the effect of reductions in tire pressure on thin asphalt pavement. Rutting behavior, pavement cracki

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