Relevant bibliographies by topics / Corrugated steel section

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Corrugated steel section'

Author: Grafiati
Published: 3 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Corrugated steel section"

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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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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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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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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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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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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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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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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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Dissertations / Theses on the topic "Corrugated steel section"

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Баязитова, Ю. А., та Yu A. Bayazitova. "Исследование многоэтажных рамных каркасов с двутаврами с гофрированными стенками : магистерская диссертация". Master's thesis, б. и, 2020. http://hdl.handle.net/10995/94605.

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Работа посвящена изучению работы сварных двутавров с гофрированной стенкой в качестве элементов многоэтажных рамных каркасов различного назначения. Проанализированы существующие практические решения таких конструкций, обобщены теоретические подходы и методики расчета изгибаемых и внецентренно-сжатых элементов с гофрированной стенкой. Приведен пример численного расчета многоэтажного рамного каркаса, состоящего из ригелей и колонн с гофрированными стенками. Разработаны узлы крепления элементов каркаса друг к другу и к смежным конструкциям. В рамках исследования установлено, что применение сварны
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Books on the topic "Corrugated steel section"

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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.

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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.

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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.

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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.

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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.

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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.

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England, Highways. Design Manual for Roads and Bridges : Vol. 3 : Highway Structures : Inspection and Maintenance, Section 3 : Repair, Part 4: CS 460 Management of Corrugated Steel Buried Structures. Stationery Office, The, 2018.

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Agency, 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 with Spans Greater Than 0. 9 Metres and up to 8. 0 Metres, Correction Pages. Stationery Office, The, 2002.

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Book chapters on the topic "Corrugated steel section"

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Shu, Xin, Guohua Li, and Jun Dong. "Hamiltonian-Jacobi Equation for Torsional Problems of Corrugated Steel Web Box Girders." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4355-1_71.

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AbstractDue to the use of corrugated steel plate in the web, the torsional performance of the beam body will be weakened to a certain extent. In this paper, the Hamiltonian-Jacobian equation is used to analyze the torsion of the corrugated steel web composite box girder. The Lagrangian function of the system is obtained by taking the warping function and the relative torsion angle of the cross-section as the two generalized coordinates, and the Hamiltonian-Jacobian equation for the torsion problem is established by using the regular transformation. The accuracy of the proposed method is verifi
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Jiang, Yu, and Peiheng Long. "Parameter Sensitivity Analysis of Long Span PC Continuous Beam Bridge with Corrugated Steel Webs." In Lecture Notes in Civil Engineering. Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-1260-3_26.

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AbstractIn order to explore the regularity of alignment and stress variation of long-span corrugated steel web (CSW) continuous beam bridge during cantilever casting construction was taken as the engineering background. Based on numerical simulation, the sensitivity of parameters of alignment and stress of the main beam is carried out on cast-in-place section weight, modulus of elasticity and temperature gradient. The results show that the obvious influence of cast-in-situ section weight and temperature gradient on the alignment and stress is the key control parameters, while modulus of elasti
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Wang, Yaojun, Bingbing Liu, and Qianqian Hao. "Mechanical Behaviors of Encased Concrete of Composite Bridges with Corrugated Steel Web." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4090-1_2.

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AbstractThe encased concrete in a composite bridge with corrugated steel web (CSW) is a critical structure to improve the stability of the web and relieve the stiffness difference between the composite girder and intermediate crossbeam. This study aims to investigate the effects of the encased concrete on the mechanical behaviors of composite girder bridges with CSWs. The finite element model of a rigid frame bridge is established, the calculation method of the shear force sharing ratio of the encased concrete is proposed, and the effect of the length and thickness of the encased concrete is a
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Manoj Kumaar, C., S. T. Dhaarini, S. Rithish, and A. Thirunavukarasu. "Flexural Behaviour of Corrugated Web Beams Using Cold-Formed Steel Sections." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-6175-7_24.

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Fu, Wenqiang, Xinsha Fu, Yuting He, and Baijian Li. "Experimental Study on Mechanical Properties of a Medium Size Box-Type Corrugated Steel Bridge." In Advances in Transdisciplinary Engineering. IOS Press, 2021. http://dx.doi.org/10.3233/atde210161.

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Different from an arch bridge, the load-carrying capacity of a box structure mainly depends on the bending capacity of corrugated steel. This paper explores the mechanical properties of a corrugated steel box bridge. The mechanical properties of a 13 m span corrugated steel box bridge under static and dynamic loads were tested. Three static load conditions were tested, and four dynamic load conditions were tested, including 20 km/h, 40 km/h, 60 km/h, and 80 km/h. Through the analysis of section strain, vault displacement, dynamic strain, and internal force, the following conclusions can be dra
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"Length of Corrugation Land Cutting Back edge edge 1 0 --(a) (b) (c) FIGURE 8 Roll corrugations: (a) the cutting effect between rolls as a result of corrugations spiral; (b) action between corrugated rolls (S:S); (c) roll cross section showing the shape of corrugation. fast-moving roll scrapes the endosperm from the bran. As mills, it is possible to grind the material fed to the rolls in a the bran flakes get smaller toward the final breaking stages less severe manner. Roll surfaces should be maintained in and the endosperm layer attached to it becomes thinner, good condition to ensure good flour extraction and quality. gradually smaller corrugations are used (or a larger num-Depending on the quality of the steel and the type of ber of corrugations per inch of roll surface). Optimally milling technology used, corrugated rolls should be refur-conditioned wheat and the right corrugations, pressure, bished every 3-6 months of milling Other factors that in-and differential minimize splitting of the bran to particles fluence the need for refurbishing are roll surface alloca-of a size that can be sieved through with the flour. Good re-tion, feed rate per unit, severity of grinding, wheat sults in conventional milling are obtained when most of hardness, and presence of stones or other impurities in the endosperm free bran consists of large flakes. wheat. Recent advances in metallurgy that allow casting of The commercial flow should be designed to meet the re-harder outer surfaces for corrugated rolls extend the time quired capacity, wheat quality, and end products, and it is between refurbishing up to 8 months. based on specific machine surface values as shown in Even when the mix in the mill is changed drastically in Table 3 [56]. For example, the roll unit in the United States wheat size and kernels are smaller or larger than normal, allocates 0.3 inch of roll length per 100 pounds (cwt) of usually mills will continue using the existing corrugations, flour milled per 24 hours. Mills that use the metric system keeping many exiting variables unaltered. Generally, the would express the same roll units as 12.58 mm/100 kg gap between the rolls will be adjusted intuitively by the wheat/24 h. Conventionally with a longer break system, up miller based on his or her experience. A few studies were to six stages in hard wheat and seven in durum wheat conducted to evaluate the first roll action and the different TABLE 3 Mill Technical Specifications for Major Equipment for Different Kinds of Wheats' Wheat Hard Soft Durum Roll unit (mm) 10-15 10-13 16-20 Sifter surface (m 2) 0.055-0.081 0.083-0.088 0.086-0.093 Purifier width (mm) 3-70-38-12 aPer 100 kg processed wheat in 24 hours. Ref. 56." In Handbook of Cereal Science and Technology, Revised and Expanded. CRC Press, 2000. http://dx.doi.org/10.1201/9781420027228-7.

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Conference papers on the topic "Corrugated steel section"

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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.

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<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 o
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Srinivasan, Bharadwaj, and Stephen A. Idem. "Pressure Drop Testing of Corrugated Stainless Steel Pliable Gas Tubing (PLT)." In ASME 2014 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/imece2014-36668.

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Pressure loss tests were conducted on straight corrugated stainless steel pliable gas tubing (PLT) per I.S. EN 15266:2007 [1]. A power law least-squares curve fit was used to relate pressure loss per unit length as a function of volume flow rate. For every case considered the calculated coefficient of determination values exceeded 0.90, indicating suitable correlation. Based on the curve fit expressions gas discharge graphs for the volume flow that would yield a pressure loss of 1 mbar were generated as a function of PLT length and diameter. Darcy friction factors were calculated from test dat
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Jin, Huajian, Guoqiang Li, and Feifei Sun. "Study on non-buckling steel plate shear walls with corrugated core panel." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7009.

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In this paper, a non-buckling steel plate shear wall with corrugated core panel was introduced, which keeps itself from premature buckling by fully taking advantage of extra-large flexural stiffness of corrugated core panel and enables to yield before buckling. Most importantly, the optimal corrugation configuration of corrugated core panel was obtained by parametric investigation into detailed dimensions of single wave such as thickness, depth of corrugation, angle of corrugation and so on, which was hereafter validated by numerical simulation. Non-dimensional parameters such as height-to-thi
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Xu, Dong, Xiangyong Duanmu, and Yafan Zhou. "Research on Extending Span of Box Girder Bridge with Corrugated Steel Webs up to 300m." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1874.

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<p>In order to promote the application of steel-concrete composite structure in mountainous areas in China, a conceptual design for a PC continuous rigid frame box-girder bridge with corrugated steel webs and main span of 300 m was performed in the present paper. The combined corrugated steel web was proposed to increase the compressive area and improve the stability performance; thus, the self-weight of the composite box-girder bridge is significantly reduced. Flexural capacity of the whole section had been calculated with a single-beam model for the ultimate limit state (ULS). For the
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Wang, Kangjian, Peiwei Zhang, Jinxiang Chen, and Man Zhou. "Structure and Performance Characteristics of Curved Box Girders with Corrugated Steel Webs." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0081.

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<p>Many advantages of curved box girders with corrugated steel webs (CSWs) are given in this paper, they have a lot of advantages such as light weight, high efficiency, engineering economics, assembly construction and aesthetic appearance. This type of structure combines steel and concrete materi- als properly, which improves the structural strength, stability and utilization efficiency of materials, and can effectively resist earthquakes, and realize assembly. The unique structural features of CSWs in curved box girders are pointed out, that is, the difference between the inside and out
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Liu, Baodong, Pengfei Li, and Lingxiang Xue. "Influencing Factor Analyses of Section Types on Vehicle-Bridge Interaction of Concrete Box Girder with Corrugated Steel Webs." In Ninth International Conference of Chinese Transportation Professionals (ICCTP). American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41064(358)316.

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Xin, Li. "Shear Force Distribution Analysis on Corrugated Steel Webs of Three-Box Single Cross-Section Girder Bridges with Variable Depth." In 2014 7th International Conference on Intelligent Computation Technology and Automation (ICICTA). IEEE, 2014. http://dx.doi.org/10.1109/icicta.2014.159.

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Seo, Seok Hyun, Zhen Hua Xin, and Euiyoup Jung. "A Study on the Applicability of Jet Grouting for Internal Stability of Collapse Tunnel." In 2023 8th International Conference on Civil Engineering and Materials Science & 2023 9th International Conference on Architecture, Materials and Construction. Trans Tech Publications Ltd, 2024. http://dx.doi.org/10.4028/p-cgrr9e.

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During the construction of a cross-connection tunnel a leakage occurred causing a ground subsidence and subsequent tunnel collapse. Therefore, a water level lowering operation is necessary for the restoration work. However, lowering the water level can increase the surrounding ground stress, resulting in secondary collapse of the tunnel structure and potential stability concerns. To address this issue, a study was conducted to minimize the impact of ground stress on the tunnel segments while supporting the interior of the tunnel through the application of jet grouting to form a modified struct
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Ahn, Hojin, and Ibrahim Uslu. "Experimental Investigation on Pressure Drop in Corrugated Pipes." In ASME 2013 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/imece2013-66061.

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The characteristics of pressure drop in corrugated pipes were experimentally studied in both straight and helically coiled configurations. The present study employed the stainless-steel pipes with the corrugation of circular cross section, which are widely used in boilers and pipe systems between solar panels and boilers. The diameters of corrugated pipes were 20.4, 25.4, 34.5 and 40.5 mm. The corrugated pipe, approximately 10 m in length, was configured either in the straight manner or in the helical coil with the helix diameter of 0.43 or 0.64 m. Water stored in a tank was fed into a corruga
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Hott, Jacob W., and Steven R. Anton. "Investigation of Mounting Techniques for Concrete Floor-Mounted Accelerometers Used in Smart Buildings." In ASME 2022 Conference on Smart Materials, Adaptive Structures and Intelligent Systems. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/smasis2022-91178.

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Abstract In smart building infrastructure, the mounting of dynamic measurement devices must be carefully determined to obtain meaningful data and accurately record the dynamics within a building. Specifically, it is important to develop a sensor mounting method so that the highest frequency band of interest can be accurately obtained. This is especially crucial in safety applications such as footstep localization, fall detection, and gunshot detection since high frequencies could possess useful information. Currently, it is common practice in structural health monitoring of building infrastruc
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Reports on the topic "Corrugated steel section"

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Guo, Yan-Lin, Meng-Zheng Wang, Jing-Shen Zhu, and Xiao Yang. LOAD-BEARING CAPACITY OF CONCRETE-INFILLED DOUBLE STEEL CORRUGATED-PLATE WALLS WITH T-SECTION UNDER COMBINED AXIAL COMPRESSION AND BENDING MOMENT. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.076.

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STUDY ON MECHANICAL PROPERTIES OF STAINLESS STEEL PLATE SHEAR WALL STRENGTHENED BY CORRUGATED FRP. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.305.

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In this paper, the mechanical properties of stainless steel plate shear walls reinforced with fiber reinforced polymer (FRP) of corrugated sections were studied. Two scaled FRP-stainless steel plate shear wall specimens were designed and subjected to the monotonic horizontal load. FRPs in the form of corrugated and flat sections were respectively used to reinforce the embedded steel plates of the steel plate shear wall. The test results show that the failure mode of flat FRP reinforced steel plate shear wall is mainly the peeling of the FRP, while the failure mode of corrugated FRP reinforced
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