Experimental study and numerical simulation on the flexural performance of section steel beams strengthened by wrapping reinforced RPC under secondary load-Reference-Cited by-同舟云学术

Experimental study and numerical simulation on the flexural performance of section steel beams strengthened by wrapping reinforced RPC under secondary load

Published:2022-11 Issue: Volume:270 Page:114816
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Du Guoqiang,Bu Liangtao^ORCID,Yang Dinghui

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference52 articles.

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4. Experimental investigation on flexural behaviour of vertically-curved circular-hollow steel sections strengthened with externally bonded carbon fibre reinforced polymer;Weerasinghe;Eng Struct,2021

5. Fiber-Reinforced Polymer Strengthening of Steel Beams under Static and Fatigue Loadings;Bagale;Prac Period Struct Des Constr,2021

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2. Influence of the Vertical Load Bearing Status on the Seismic Performance of Weak-Joint-Type RC Frames Strengthened by the Wing Wall Installation Method;Journal of Earthquake and Tsunami;2024-08-07

3. Flexural behavior of ECC reinforced RC beams under secondary load: Experimental, numerical simulation and theoretical analysis;Case Studies in Construction Materials;2024-07

4. Mechanical behavior of the extended end-plate connections of a portal frame with various retrofitted constructions under loading;Structures;2024-05

5. Experimental study on seismic performance of low strength shear walls strengthened with modified reactive powder concrete;Structures;2023-11