Bond Slip Effect of Composite Trough Beam with Corrugated Steel Web Wrapped with Steel Plate and its Influence on Displacement Under Different Loading Conditions
Author:
Funder
Natural Science Foundation of Henan Province
Henan Provincial Science and Technology Research Project
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40999-024-01010-y.pdf
Reference24 articles.
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2. Wu X, Li H (2017) Experimental and analytical behavior of a prestressed U-shaped girder bridge. Struct Eng Mech 61(3):427–436. https://doi.org/10.12989/sem.2017.61.3.427
3. Huang SJ, Cai CZ, He XH, Zhou TM, Zou YF, Liu QZ (2022) Experimental and numerical investigation on the non-uniform temperature distribution of steel beams with corrugated web under solar radiation. J Constr Steel Res. https://doi.org/10.1016/J.JCSR.2022.107174
4. Sayed AM (2022) Numerical study of the effects of web openings on the load capacity of steel beams with corrugated webs. J Constr Steel Res. https://doi.org/10.1016/J.JCSR.2022.107418
5. Yang M, Huang Q, Ye JS (2011) A kind of corrugated steel web pre-bending composite trough beam and its preparation method. CN101691737B, China.
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