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Artykuły w czasopismach na temat „Corrugated steel section”

Autor: Grafiati
Data publikacji: 3 czerwca 2025
Data aktualizacji: 31 lipca 2025

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1

Vipin, V. P., and P. A. Krishnan Dr. "A FINITE ELEMENT STUDY ON THE PERFORMANCE OF CORRUGATED STEEL SECTIONS UNDER COMPRESSION." International Journal of Emerging Technologies and Innovative Research Volume 4, Issue 5 May-2017 eISSN: 2349-5162 (2017): 249–51. https://doi.org/10.5281/zenodo.583727.

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Corrugated steel sections are having a wide variety of applications in engineering fields like civil, mechanical, aviation, etc. The unique properties of corrugated steel sections make them a better option compared to the conventional thin steel sections. In the current study behaviour of thin steel shells with corrugations made of mild steel plates under compression is investigated using finite element software ABAQUS. The corrugated sections and the conventional sections under study are having the same area of cross section. For the corrugated sections, trapezoidal profile was used with corr
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2

Sun, Haixing, Yundong Hao, Pei Pei, and Yanfeng Zhou. "An Efficient Finite Element Analysis Method for Shear Resistance and Stability of Corrugated Steel Web Bridges." Advances in Computer and Materials Scienc Research 3, no. 1 (2025): 133. https://doi.org/10.70114/acmsr.2025.3.1.p133.

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An efficient finite element analysis method for shear resistance and stability of corrugated steel web bridges are proposed. By calculating the shear stress of the corrugated steel web at the key sections of the box girder, the shear strength of the corrugated steel web at each section is checked. The local buckling, global buckling and combined buckling critical shear stresses of corrugated steel webs are calculated, and the stability checking of corrugated steel webs in each section is carried out. The results show that the design of the corrugated steel web of the bridge meets the requireme
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3

Lu, Zhan, Jiayan Zheng, Pengbo Lan, Dingjia Chen, and Lijuan Yang. "Research on Local Buckling of Square-arched Corrugated Steel Pipe under Axial Compression." Advances in Engineering Technology Research 12, no. 1 (2025): 1393. https://doi.org/10.56028/aetr.12.1.1393.2024.

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Corrugated steel pipe is widely used in underground structures because of its advantages like higher structural strength, facilitate easier transportation and installation, boast extended service life, possess robust bending resistance, and demonstrate the capability to accommodate engineering issues like foundation deformation and uneven settlement. However, such structures are susceptible to buckling during service, but buckling on square-arched corrugated steel pipe is urgently lacking.This paper focuses on the buckling problem of square-arched corrugated steel pipe under uniform axial pres
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Almohamady, Ahmed. "Oriented Corrugated Web Steel Beams." IOP Conference Series: Earth and Environmental Science 1326, no. 1 (2024): 012029. http://dx.doi.org/10.1088/1755-1315/1326/1/012029.

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Abstract I-section steel beams are highly used in steel structures, and the point of corrugated beams was had become known recently. In this research, various orientation assemblies of corrugated web steel beams were investigated to study the effect of web corrugation on flexure and shear behaviour. Ten models of simply supported beams and another eight of cantilever beams were studied by using ANSYS Mechanical APDL software under concentrated and uniform load. The webs were corrugated and oriented in trapezoidal shape in the direction of web cross-sectional plane. Non-linear finite element an
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Feng, Xianda, Dejun Liu, Xiao Long, et al. "Flexural Capacity of the Normal Sections of Concrete Beams Strengthened with Corrugated Steel Plates." Buildings 14, no. 5 (2024): 1398. http://dx.doi.org/10.3390/buildings14051398.

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To explore the law of load-carrying performance enhancement of concrete beams reinforced with corrugated steel plates (CSPs), three groups of controlled bending tests were conducted on five beam specimens. The load-bearing capacity of concrete members commensurately increased with the thickness of reinforcing flat and corrugated steel plates. Additionally, for the same amount of steel, the load-bearing capacity of concrete beams improved more with CSP reinforcement than with reinforcement with flat steel plates. Accordingly, a theoretical formula for the moment of inertia of the combined secti
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6

Liu, Baodong, Rui Xu, Pengfei Li, Kai Mou, and Jianbo Chen. "Theoretical and Experimental Study on Natural Frequency of Externally Prestressed Box-Girder with Corrugated Steel Webs." Open Civil Engineering Journal 10, no. 1 (2016): 532–48. http://dx.doi.org/10.2174/1874149501610010532.

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Based on the characteristics of box girder with corrugated steel webs, the existing prestressing force, the effect of shear deformation of composite girder on the deflection, “folding effect” in longitudinal direction of corrugate steel webs and the arrangement of external tendons were considered comprehensively. With the experiment results of five literatures integrated,N/fcA(the axial compression ratio) was selected as regression parameter to develop a regression equation for the effective cross-section stiffness of the girder. Then a formula for natural frequency of the externally prestress
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7

Bareikis, Nerijus. "Parametric analysis of innovative corrugated profile of soil‐steel composite bridge." ce/papers 7, no. 3-4 (2024): 94–99. http://dx.doi.org/10.1002/cepa.3072.

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AbstractComposite soil‐steel corrugated structures are well recognized and widely used for construction of culverts and pedestrian or animal crossings. Moreover, for the past decade corrugated soil‐steel structures because of their large span are also recognized and chosen for bridges and tunnels engineering. Record holder composite corrugated structure of 32.40 m span encourages new research in the development of innovations. This paper investigates innovative the deepest corrugation cross‐section strengthened with circular hollow section steel pipes influence on plate utilization of large sp
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8

Jiang, Rui Juan, Qi Ming Wu, Yu Feng Xiao, Xiao Wei Yi, and Wei Ming Gai. "Study on Shear Lag Effect of a PC Box Girder Bridge with Corrugated Steel Webs under Self Weight." Applied Mechanics and Materials 638-640 (September 2014): 1092–98. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.1092.

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In the present paper, based on the three-dimensional finite element analysis for a three-span continuous PC box girder bridge with corrugated steel webs and the corresponding conventional box girder bridge with concrete webs, a comparative study on the shear lag effect under self-weight is carryied out together with the analyslis on the coefficient of the effective flange width. The results show that At the sections in the negative bending moment near the intermediate piers, the shear lag effect in the bridge with corrugated steel webs is more obvious than that in the bridge with concrete webs
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9

Anto, Megha, Raghavan Ramalingam, and Jayabalan Perumalsamy. "Strength of Cold-Formed Stainless-Steel Corrugated Rectangular Sections under Compression." Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2 1, no. 1 (2022): 1441–47. http://dx.doi.org/10.38208/acp.v1.674.

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Provision of intermediate stiffening is an effective method to improve the strength of cold-formed steel compression members without having to increase the outer dimensions of the section. As cold-formed sections can be easily produced in various cross-section profiles, the effect of intermediate stiffening on ultimate load carrying capacity and behavior of structural elements need to be determined. In this study columns with Cold-Formed Stainless-Steel and Corrugated Rectangular Hollow Sections are studied numerically using Finite Element analysis. The column simulation is conducted using ABA
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10

Du, Ya Jiang, Bing Wen Yang, and Shui Wan. "Installation Technology of Webs in the Construction of PC Box-Girder Bridge with Corrugated Steel Webs." Applied Mechanics and Materials 204-208 (October 2012): 2209–13. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.2209.

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In the construction of prestressed concrete(PC) box-girder bridge with corrugated steel webs used cast-in-place cantilever method, the key component-corrugated steel webs are fabricated in factory first and then transported to the construction site. Because of the low out-of plane stiffness, corrugated steel webs are easy to deform in the construction, which brings many difficulties for construction. The precision of installing the corrugated steel web has a direct effect on the cross-section shape of the box-girder. So it is a key step to monitor the orientation and installation of corrugated
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11

Cui, Guangyao, and Xuelai Wang. "Engineering application and study on polyurethane-corrugated steel plate insulation lining of existing railway tunnel in seasonal frozen area." Science Progress 104, no. 1 (2021): 003685042098704. http://dx.doi.org/10.1177/0036850420987043.

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In order to solve the problem of freezing damage treatment and anti-freezing design for railway tunnels in operation in the seasonal frozen area, this paper proposes a polyurethane-corrugated steel plate insulation lining, and studies its thermal insulation effect, relying on a freezing damage treatment project of an existing passenger-dedicated tunnel for on-site application. In this paper, the insulation lining is applied to the actual project and the insulation effect is verified by the field monitoring. The temperature test section was set in the anti-freezing design section. The polyureth
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12

Li, Jie, Guopeng Du, Guanjie Feng, Yuanlin Feng, Xin Yan, and Yan Liang. "Shear analysis and static load test of single-box and multicell composite girders with corrugated steel webs: a case study." Canadian Journal of Civil Engineering 47, no. 5 (2020): 556–66. http://dx.doi.org/10.1139/cjce-2019-0030.

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The shear design of a corrugated steel web box girder is important for structural reliability. Presently, corrugated steel webs bear all the shear forces, and the top and bottom concrete plates bear no shear force. Each steel web has equal force. This design is conservative and uneconomical and may sometimes be unsafe. The shear ratio and transfer efficiency of each corrugated steel web are investigated in this study through numerical analysis. Then, the distribution of shear stress in corrugated steel webs is verified through a static load test. Results show that the shear is shared by the to
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13

Xu, Qiang, Jianyong Song, Jianxiang Feng, and Jinsheng Du. "Parameters Analysis for Bending Properties of Externally Prestressed Concrete Beam with Corrugated Steel Webs." MATEC Web of Conferences 186 (2018): 02006. http://dx.doi.org/10.1051/matecconf/201818602006.

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Based on the bending moment-curvature method, a calculation program for the whole bending process of externally prestressed concrete beam with corrugated steel webs is compiled and parametric analysis is conducted. Considering the nonlinearity of material, this procedure can calculate the whole bending process of externally prestressed composite beam with corrugated steel webs under different load, cross section, and external tendons profiles and output the cross section strain of concrete and ordinary reinforcements, stress increment of external prestressing tendons and mid-span deflection. T
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14

Zhang, Feng, Jia Shen, and Jinyi Liu. "Effect of encased concrete on section temperature gradient of corrugated steel web box girder." Advances in Structural Engineering 24, no. 11 (2021): 2321–35. http://dx.doi.org/10.1177/1369433221992495.

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Thirty-two temperature sensors, a solar radiation sensor, wind speed, and direction sensor were installed on the bridge for the field monitoring of structural temperature, solar radiation, and wind. The frequency was set at 60 min for 211 days. Empirical equations were used to predict the maximum vertical and lateral temperature gradients, and the daily maximum and minimum mean temperatures of the corrugated steel web box girder. The results showed that the temperature gradient of the corrugated steel web box girder was closely related to the temperature gradient of air. The vertical maximum t
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15

Jiang, Rui Juan, Yu Feng Xiao, Xiao Wei Yi, Qi Ming Wu, and Wei Ming Gai. "Study on the Shear Lag Effect of the PC Box Girder Bridge with Corrugated Steel Webs under Concentrated Loads." Applied Mechanics and Materials 644-650 (September 2014): 5054–60. http://dx.doi.org/10.4028/www.scientific.net/amm.644-650.5054.

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There are few studies about the shear lag effect and the effective flange width of the PC (Prestressed Concrete) box girder bridge with corrugated steel webs throughout the world in current time. In the present paper, based on the three-dimensional finite element analysis for a long-span continuous PC box girder bridge with corrugated steel webs and the corresponding conventional box girder bridge with concrete webs, a comparative study on the shear lag effect under vertical loads are carryied out together with the analyslis on the coefficient of the effective flange width. The results show th
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16

Bass, Brent J., and Jesse L. Beaver. "Section Idealization of Corrugated Thermoplastic Pipe in AASHTO Design." Transportation Research Record: Journal of the Transportation Research Board 2672, no. 41 (2018): 1–10. http://dx.doi.org/10.1177/0361198118798990.

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The AASHTO Load and Resistance Factor Bridge Design Specifications (AASHTO LRFD) thermoplastic pipe design method requires corrugated pipe local buckling resistance to be determined based on corrugation effective area. The effective area may be determined through calculations or physical tests on sections of pipe. When determined through calculations, effective area is based on individual corrugation element (e.g., crest, valley, web) slenderness following methods published by the American Iron and Steel Institute (AISI) for cold-formed steel design. Cold-formed steel members are rolled from c
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17

Almohamady, Ahmed. "Opening In Oriented Corrugated Web Steel Beams." IOP Conference Series: Earth and Environmental Science 1326, no. 1 (2024): 012028. http://dx.doi.org/10.1088/1755-1315/1326/1/012028.

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Abstract Among various range of structural steel products, the I-section beams are the most frequently used shape in steel works. This paper receives a light on two intentions: the first one is the flexure behaviour of corrugated web beams subjected to uniform or point load, while the second one is the effect of web openings on the load capacity of steel beams with corrugated webs. Trapezoidal corrugated steel webs in the cross-sectional plane (i.e., horizontal) and oriented in in-plan direction were investigated arithmetically using a Finite Element (FE) technique. In the finite element analy
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18

Wong, Sui Kieng, Nabilah Abu Bakar, Nor Azizi Safiee, and Noor Azline Mohd. Nasir. "PARAMETRIC STUDY IN SHEAR BUCKLING CAPACITY OF SINUSOIDAL CORRUGATED STEEL WEB." ASEAN Engineering Journal 12, no. 3 (2022): 89–93. http://dx.doi.org/10.11113/aej.v12.17181.

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Sinusoidal corrugated steel web has gradually gained attention over trapezoidal corrugated steel web. The design of shear buckling capacity for the trapezoidal corrugated web is governed by interactive buckling which normally has the lowest value among global, local and interactive failures. It was discovered in some studies that the shear buckling in a sinusoidal section is found to be governed by either local or global failures, where there is a lack of study in this area. The purpose of this study is to determine the effect of web thickness, web height, and sinusoidal radius on the shear bu
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19

Zhu, Yingbo, Shui Wan, Kongjian Shen, Qiang Su, and Xiayuan Li. "Modified rotating-angle softened truss model for composite box-girder with corrugated steel webs under pure torsion." Advances in Structural Engineering 23, no. 9 (2020): 1902–21. http://dx.doi.org/10.1177/1369433219898063.

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Replacement of traditional concrete webs with corrugated steel webs will lead to a significant decrease in torsional stiffness of composite box-girder with corrugated steel webs, which needs special attention in the design of wide and curved composite box-girder with corrugated steel webs. To improve the accuracy of prediction on the entire torsional performance of composite box-girder with corrugated steel webs, a modified rotating-angle softened truss model for torsion is developed in this study. Modified rotating-angle softened truss model for torsion mainly takes into account the new three
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20

M. Md. Tahir, A. Sulaiman, and A Saggaff. "Structural Behaviour of Trapezoidal Web Profiled Steel Beam Section using Partial Strength Connection." Electronic Journal of Structural Engineering 8 (June 1, 2008): 55–66. http://dx.doi.org/10.56748/ejse.8100.

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Connections are usually designed as pinned which associated with simple construction or rigid which is associated with continuous construction. However, the actual behaviour falls between these two extreme cases. The use of partial strength or semi-rigid connections has been encouraged by EC3 code and studies on hot-rolled steel sections on semi-continuous construction for braced steel frames have proven that substantial savings in steel weight and the overall construction cost. The objective of this paper is to present the performance of full scale testing of sub-assemblage steel beam and iso
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21

Hasan, Zinah K., Sadjad A. Hemzah, and Muslim Abdul Ameer Khudhair Al-kannoon. "Behavior of corrugated steel compact I-section beams." Journal of Physics: Conference Series 1895, no. 1 (2021): 012063. http://dx.doi.org/10.1088/1742-6596/1895/1/012063.

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Chen, Zhuo Yi, Qiao Huang, Ming Yang, and Wen Gang Ma. "Shear Stress Distribution and Deflection of Preflex I-Girder with Corrugated Steel Web." Applied Mechanics and Materials 361-363 (August 2013): 1374–79. http://dx.doi.org/10.4028/www.scientific.net/amm.361-363.1374.

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A new type of preflex I-girder with corrugated steel web has been proposed to provide better solution for urban elevated bridge. The purpose of this study is to explore shear stress distribution and deflection of such preflex I-girder. Shear stress distribution in section of steel-concrete composite girder was analyzed by shearing stress integral equation and piecewise function, and a quarter-scale preflex I-girder with corrugated steel web was fabricated and tested. Experimental and analytical results show that the shear stiffness is only depends on corrugated steel web, and the shear stress
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23

Anis, Saggaff, M. Md Tahir, Arizu Sulaiman, Poi Ngian Shek, Cher Siang Tan, and Ahmad Beng Hong Kueh. "Behaviour of Composite Beam with Trapezoid Web Profiled Steel Section in Sub-Assemblage Frame." Advanced Materials Research 250-253 (May 2011): 1271–74. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.1271.

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The objective of this paper is to present the behaviour of composite beam using Trapezoid Web Profiled (TWP) steel section by determining the moment resistance and the deflection of the beam with composite and non-composite connections. The TWP steel section is a built up section where the flange is of S355 steel section and the corrugated web of S275 steel section. Three full scales testing setting-up as sub-assemblage frame have been carried out. It was concluded that the use of composite connection and extended end-plate has reduced significantly the deflection and has significantly increas
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24

Thilagar, K., and S. Suresh Babu. "Analytical Study on Flexural Behaviour of Light Gauge Steel Corrugated Section Encased in Concrete." Journal of Physics: Conference Series 2040, no. 1 (2021): 012026. http://dx.doi.org/10.1088/1742-6596/2040/1/012026.

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Abstract Light gauge elements for integrated beams were used, and thin webs are typically needed in constructed beams’ economical design. However, the buckling problem may arise if the Web is fragile. This risk may be reduced by using thicker panels, web reinforcements, or web enhancements. The use of corrugated Web is a possible means of achieving adequate rigidity and shear resistance without hardeners. Analytical studies were conducted in this present work to study the bending behavior of the conventional beam and light-weight steel beam with corrugated, concrete enclosed Web. Analyzes of f
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Hu, Juan, and Xiao Yi Sun. "Model Tests Study on the Bending Properties of the External Pre-Stressed Combination Box Girders with Corrugated Steel Webs." Advanced Materials Research 399-401 (November 2011): 2103–10. http://dx.doi.org/10.4028/www.scientific.net/amr.399-401.2103.

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In order to study actual work performance of the external pre-stressed combination box girder with corrugated steel webs, and to analyse the integral stress of box girder influenced by the corrugated steel webs, and understand the construction of the type combination box girder, this document studied the model test of the external pre-stressed combination box girder with corrugated steel webs, tried to find out the bending rule for the combination box girder and the model test result influenced by the different connections style. And the model test result was based on the assumption of “flat s
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26

Qin, Aoao, Shizhong Liu, Baojia Gong, Minghao Cai, and Fangxu Wang. "Torsional Stress Analysis of Improved Composite Box Girder with Corrugated Steel Webs." Applied Sciences 12, no. 22 (2022): 11571. http://dx.doi.org/10.3390/app122211571.

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Based on Umansky’s second theory, this paper studies the torsional stress of an improved composite box girder with corrugated steel webs and considers the effective elastic modulus of the converted section. The calculation formulas of the torsional stress of a single-box multi-cell-improved composite box girder with corrugated steel webs were derived, the initial parameter solution of the generalized displacement and internal force under the restrained torsion were obtained through a model test and finite element simulation, the correctness of the theoretical formulas were verified, the distri
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Zhao, Pin, and Jian Shu Ye. "Research on the Installation Lengths of Zero Block Concrete Segment in Prestressed Concrete Box-Girder Beams with Corrugated Steel Webs." Advanced Materials Research 255-260 (May 2011): 1147–53. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.1147.

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In order to study the reasonable installation lengths of zero block concrete segment in prestressed concrete box-girder beams with corrugated steel webs, a numerical analysis on the length of different zero blocks in PC box girder beams with corrugated steel webs is made by the finite element software ANSYS. The influence of the installation lengths of zero block concrete segment on the structure control section's internal forces and deformation is discussed. The results indicate: the impact of length changes of zero block on box girder deflection is greater than its impact on internal forces;
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28

Kudryavtsev, Sergey. "Buckling behavior of steel column with triangularly corrugated web." MATEC Web of Conferences 279 (2019): 02007. http://dx.doi.org/10.1051/matecconf/201927902007.

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The paper presents a study of behaviour of axially loaded columns that consist of two flanges and a thin triangularly corrugated web, connected by automatic welding. In the literature, the buckling behaviour of steel columns was dealt with mostly for members with plate webs. Researches of that problem for columns with corrugated webs were found out to be very limited. A parametric study is carried out for various column slenderness and corrugation densities. A general-purpose finite element analysis software ABAQUS was used. The corrugation densities adopted in this study represent practical g
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Yordanova, Pamela, та Dimitrina Kindova - Petrova. "Еlastic critical moment for lateral-torsional buckling of steel beams with sinusoidally corrugated web". Annual of Univercity of architecture, civil engineering and geodesy 58, № 2 (2025): 221–35. https://doi.org/10.71167/uaceg.2025.580202.

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The beams with a sinusoidal web are increasingly used in industrial construction. Compared to the plane web beams, they have a greater flexural-torsional buckling capacity if all other conditions are equal (cross section, support devices, load and external factors). It depends on the geometric section properties, which are precisely defined for beams with a plane web, but not for corrugated web beams. This paper presents a method to approximate the elastic critical moment of simple sinusoidally corrugated web beam loaded with equal magnitude and opposite direction bending moments at the ends,
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30

Paik, Jeom K., Anil K. Thayamballi, and Min S. Chun. "Theoretical and Experimental Study on the Ultimate Strength of Corrugated Bulkheads." Journal of Ship Research 41, no. 04 (1997): 301–17. http://dx.doi.org/10.5957/jsr.1997.41.4.301.

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The objectives of the present study are to obtain experimental data on collapse strength of steel corrugated bulkhead models and also to develop a simple analytical formulation for ultimate strength useful in the design of corrugated bulkheads under static lateral pressure. Collapse tests on nine mild steel corrugated bulkhead models having five bays of corrugations are carried out, varying the corrugation angle, the plate thickness and the type of loading (axial compression and/or lateral pressure). Using the test data, the characteristics of the collapse mechanism for corrugated bulkheads ar
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He, Wei, Shoujun Wu, Bo Zhang, Yanyu Liu, Yiming Luo, and Guo Fu. "Effect of fiber section shape and volume fraction on the mechanical properties of steel-fiber reinforced concretes." Materiales de Construcción 73, no. 352 (2023): e328. http://dx.doi.org/10.3989/mc.2023.350223.

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This study presents the preparation of steel-fiber reinforced concretes (SFRCs) using straight navicular fibers with annular-sector-shaped sections and corrugated fiber with rectangular-shaped sections, respectively. The flexural and splitting tensile strengths of both the respective SFRCs increase with increasing fiber volume fraction, whereas their compressive strengths initially increase, then decrease, and then increase again. For the same fiber volume fraction, the mechanical properties of the navicular fiber-reinforced concrete are superior to those of the corrugated fiber-reinforced con
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Yue, Feng, and Xue Jun Wen. "FEM Simulation of an Elliptical-Shaped Corrugated Steel Culvert Pipe for Highway Construction." Applied Mechanics and Materials 71-78 (July 2011): 1613–16. http://dx.doi.org/10.4028/www.scientific.net/amm.71-78.1613.

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In this paper, we discuss the design and calculation methods of elliptical-shaped corrugated steel culvert pipe (ECSCP) used in highway construction. With many advantages such as lightweight, environment friendly, cost-effective, rapid construction, etc., corrugated steel culvert pipe (CSCP) have been widely used in highway construction acting as the alternative of RC culvert in China in recent years. The ECSCP in this paper is a kind of culvert which is fabricated to an elliptical shape with several pieces of corrugated steel plates which are jointed by high strength bolts. This study is cond
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Yue, Feng, Jin Cheng Zhao, Hao Ji He, and Xue Jun Wen. "Study on Circular-Shaped Corrugated Steel Culvert Pipe for Highway Construction." Key Engineering Materials 517 (June 2012): 832–35. http://dx.doi.org/10.4028/www.scientific.net/kem.517.832.

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s. In this paper, we discuss the design and calculation methods of Circular-shaped Corrugated Steel Culvert Pipe (CCSCP) used in highway construction. With many advantages such as lightweight, environment friendly, cost-effective, rapid construction, etc., Corrugated Steel Culvert Pipe (CSCP) have been widely used in highway construction acting as the alternative of RC culvert in China in recent years. It will not crack under impact loads or vibrations due to the inherent strength of steel and the flexibility of the corrugated pipe section. The high ring compression of the pipe absorbs and tra
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Machelski, Czesław, and Leszek Korusiewicz. "Testing the load capacity of a soil-steel box structure." Roads and Bridges - Drogi i Mosty 17, no. 3 (2018): 181–91. http://dx.doi.org/10.7409/rabdim.018.011.

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The deformation of the circumferential section of a box culvert shell made of corrugated steel plates is analysed. Deflections and unit strains in selected shell points were adopted as the measure of the deformation of the corrugated steel shell. The quantities were measured using inductive displacement gauges and electric resistance strain gauges. The investigations were carried out in laboratory conditions under specifically selected configurations of a distributed load. Loading intensity, surcharge thickness and the area of load action on the surcharge were adopted as variable test paramete
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John, Keerthana, Mahmud Ashraf, Matthias Weiss, and Riyadh Al-Ameri. "Experimental Investigation of Novel Corrugated Steel Deck under Construction Load for Composite Slim-Flooring." Buildings 10, no. 11 (2020): 208. http://dx.doi.org/10.3390/buildings10110208.

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Trapezoidal-shaped thin-walled metallic profiled sheets are used in composite floor construction to enable rapid construction and reduce reinforcement and formwork requirements in concrete casting. However, relevant literature reported the early failure of steel sections due to the buckling and shear of existing trapezoidal and re-entrant decking profiles. There are also limitations regarding design rules for composite flooring systems. Current work aims to develop a new type of composite top-hat section for possible use in composite slim-floor construction. Sinusoidal metallic corrugated shee
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Al‐Maisari, Abdullah, Zhongcheng Ma, Jarmo Havula, Wei Lu, and Jari Puttonen. "Method For Determining the Cross‐Sectional Resistance of Transversely Corrugated Cold‐Formed Steel Arches Under Compression." ce/papers 6, no. 3-4 (2023): 1879–84. http://dx.doi.org/10.1002/cepa.2477.

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AbstractTransversely corrugated cold‐formed steel (CFS) arch elements are widely used as self‐supporting building roofs. The transverse corrugations and the unusual cross‐section shapes complicate the design of such members under compressive loading. Since the current Eurocode does not cover the design rules for CFS arches with transverse corrugations, the objective of this study is to develop a method for determining the effective cross‐section of such members under compression load. In total 36 stiffness tests and 27 compression tests were carried out on the corrugated CFS arches with differ
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37

TISHKOV, N. L., and A. N. STEPANENKО. "OPERATION OF STEEL I-BEAMS WITH THIN SLOPED-CORRULATED WALL." Building and reconstruction 105, no. 1 (2023): 57–65. http://dx.doi.org/10.33979/2073-7416-2023-105-1-57-65.

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The efficiency of the use of cross-corrugated beams can be increased by tilting the corrugations on the supporting sections of their walls. The paper presents the results of a study of the stress-strain state of steel I-beams with a thin inclined-corrugated wall, depending on the angle of inclination of the generatrix of the corrugations to the plane of the cross-section of the beam. The finite element models of beams with different inclination angles of the generating corrugations (corrugation profile triangular continuous open) are presented, as well as the results and a brief analysis of nu
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Wang, Jian, Zheng Li, Hartmut Pasternak, and Mathias Euler. "Shear Buckling Behavior of Tapered Steel Plate Girders with Sinusoidally Corrugated Webs." ce/papers 6, no. 3-4 (2023): 1787–92. http://dx.doi.org/10.1002/cepa.2534.

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AbstractSteel plate girders with I‐section are frequently used in industrial buildings and bridge design as prismatic members that means as members with parallel flanges and rectangular webs. The structural efficiency can significantly be achieved if such members are designed with tapered webs that means with non‐rectangular webs. Depending on the flange inclination and the moment diagram, the stress in the webs of tapered plate girders is significantly affected also as known as Résal effect. Furthermore, the structural efficiency of plate girders can be improved if the flat webs are replaced
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Chen, Zixuan, and Xuan Liu. "Experimental Study on Seismic Performance of Transversely Ribbed Corrugated Steel Plate–Steel Pipe Concrete Shear Wall." Buildings 14, no. 9 (2024): 2708. http://dx.doi.org/10.3390/buildings14092708.

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To enhance the seismic resilience of building structures and refine the stability and longevity of buildings, it is essential to implement strategies that not only reinforce their structural integrity but also ensure their enduring functionality. The seismic performance test of corrugated steel plate–concrete–filled steel tube shear walls with transverse ribs was studied. Three specimens of shear walls featuring transversely ribbed corrugated steel plates filled with concrete were fabricated, namely, a C–shaped shear wall with four square steel tube concrete columns (specimen C40), a C–shaped
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Zhao, Xuan, Ningning Zhang, Zhaohui Hu, Xian Li, Ying Nie, and Jun Liu. "Axial Compression Behavior of Novel Latticed Columns with CFST Tubes and Corrugated Steel Plates for Industrial Structures." Buildings 15, no. 1 (2024): 42. https://doi.org/10.3390/buildings15010042.

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Metallurgical industrial buildings, particularly those over 10 years old, frequently experience increased vibrations in their latticed columns due to prolonged dynamic loads from cranes, affecting both structural safety and usability. To enhance the strength and stiffness of these structures in a cost-effective way, a novel composite latticed column made from concrete-filled steel tubes and corrugated steel plates is proposed. An analytical study on its axial compression behavior has also been conducted. The analytical parameters included the yield strength of steel tube and compressive streng
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41

Nilsson, Peter, Seyed Rasoul Atashipour, and Mohammad Al-Emrani. "Laser-Welded Corrugated-Core Sandwich Composition—Numerical Modelling Strategy for Structural Analysis." Journal of Composites Science 7, no. 9 (2023): 349. http://dx.doi.org/10.3390/jcs7090349.

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Laser-welding technology has recently enabled the production of corrugated-core steel sandwich panels (CCSSPs) as an innovative large-scale, lightweight structural solution in maritime and infrastructure applications. Detailed numerical analyses, specifically weld-region stress prediction in the presence of transverse patch loading and supports, are computationally challenging and time-consuming for their optimal design. This paper introduces an efficient, simplified combined sub-modelling approach for accurately predicting the detailed structural response of welded corrugated-core steel panel
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42

Kadhim Hasan, Zinah, Sadjad Hemzah, and Muslim Al-Kannoon. "Numerical Investigation for the Behaviour of Corrugated Steel Compact I-Section." Kerbala Journal for Engineering Sciences 1, no. 1 (2021): 16–31. https://doi.org/10.63463/kjes1007.

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The aim of the present work is to examine numerically the structural behavior of steel compact I-section with different corrugation technique. The experimental results of the ultimate strengths and deflection of one flat plate and eleven corrugated steel I-section investigated experimentally by the authors were used to validate the accuracy of the finite element results obtained from Abaqus F.E. program. Some parameters, like web corrugation width and core corrugation technique, were also examined. Results of finite element analysis showed a very good agreement with the those of experimental o
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Duan, Maojun, Fei Wang, Yutian Wu, Hao Tao, and Danping Zhang. "Sensitivity Analysis of Structural Parameters of Unequal-Span Continuous Rigid Frame Bridge with Corrugated Steel Webs." Applied Sciences 13, no. 18 (2023): 10024. http://dx.doi.org/10.3390/app131810024.

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To investigate the effect of structural parameters of bridges with unequal spans on the bridge alignment, the finite element model simulating the full-scale bridge was developed, considering the construction process. For ease of finite element modeling and investigation, the section of composite beam with corrugated steel web was first converted into the section composed of the same material. For this purpose, an equivalent method of replacing corrugated steel webs with concrete webs was proposed based on theoretical derivation. After equivalent replacement, the influences of material bulk den
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Wang, Meng-Zheng, Yan-Lin Guo, Jing-Shen Zhu, Xiao Yang, and Jing-Zhong Tong. "Sectional strength design of concrete-infilled double steel corrugated-plate walls with T-section." Journal of Constructional Steel Research 160 (September 2019): 23–44. http://dx.doi.org/10.1016/j.jcsr.2019.05.017.

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Marcin Maslak, Mariusz, and Marcin Lukacz. "Interactive shear resistance of corrugated web in steel beam exposed to fire." Journal of Structural Fire Engineering 7, no. 1 (2016): 69–78. http://dx.doi.org/10.1108/jsfe-03-2016-006.

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Purpose The purpose of this paper is to present and discuss in detail the design approach to shear buckling resistance evaluation for corrugated web being a part of a steel beam exposed to fire. Design/methodology/approach It is based on the interaction between the local and global elastic instability failure modes as well as on the possible yielding of the whole web cross-section during fire. Findings New formulae, adequate for specification of the suitable shear buckling coefficients, depend not only on the web slenderness but also on the temperature of structural steel. Originality/value Th
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Derlatka, Anna, Piotr Lacki, Paweł Kania, and Shan Gao. "Study of Innovative Connector for Steel–Concrete Composite Structures." Applied Sciences 14, no. 7 (2024): 3003. http://dx.doi.org/10.3390/app14073003.

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The paper presents an analysis of the innovative connector for manufacturing a steel–concrete composite beam. The connector consists of a corrugated metal sheet in the shape of a dovetail and shot nails. The nails are shot through the sheet fold into the flange of the steel I-section. Experimental studies of push-out tests were carried out. The conducted tests proved that the proposed solution can be applied as the fastener for steel–concrete composite beams for the construction of ceilings in utility public buildings with small beam’s span. Considering the criteria presented in the Eurocode 4
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Zhou, Maoding, Yuanhai Zhang, Pengzhen Lin, Wei Ji, and Hongmeng Huang. "Study of Practical Analysis Method for Shear Warping Deformationof Composite Box Girder with Corrugated Steel Webs." Materials 16, no. 5 (2023): 1845. http://dx.doi.org/10.3390/ma16051845.

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Shear warping deformation is an important part of the flexural and constrained torsion analysis of composite box girder with corrugated steel webs (CBG-CSWs), which is also the main reason for the complex force analysis of box girders. A new practical theory for analyzing shear warping deformations of CBG-CSWs is presented. By introducing shear warping deflection and corresponding internal forces, the flexural deformation of CBG-CSWs is decoupled to the Euler-Bernoulli beam (EBB) flexural deformation and the shear warping deflection. On this basis, a simplified method for solving shear warping
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Mures, Jawad, Aqeel Chkheiwer, and Mazin Ahmed. "Numerical Analysis of Hollow Cross Section Reinforced Concrete Beams Strengthened by Steel Fibers Under Pure Torsion." Basrah journal for engineering science 21, no. 3 (2021): 50–54. http://dx.doi.org/10.33971/bjes.21.3.6.

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This numerical study aimed to investigate the torsional behaviour of hollow cross section reinforced concrete members strengthened with steel fibers (end hooked and corrugated), subjected to pure torsion. The numerical results were compared with experimental results and show good agreement. The experimental study was conducted on ten steel fiber reinforced concrete specimens with low longitudinal reinforcement ratio to investigate the torsional behavior under pure torsion. For this analysis, a computer program (ANSYS 18.2) was used. The brick elements 8-nodes (SOLID65) were used to concrete si
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Ji, Wei, and Xucong Liu. "Analysis of the Shear Buckling Strength of Variable-Section Corrugated Steel Webs." KSCE Journal of Civil Engineering 25, no. 8 (2021): 2974–90. http://dx.doi.org/10.1007/s12205-021-1281-5.

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Mansouri, Ali, Mohammad Reza Shakiba, and Ehsan Fereshtehpour. "Two novel corrugated web reduced beam section connections for steel moment frames." Journal of Building Engineering 43 (November 2021): 103187. http://dx.doi.org/10.1016/j.jobe.2021.103187.

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