Residual mechanical properties of composite beams with PBL connectors under fatigue loads
Author:
Publisher
Elsevier BV
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference28 articles.
1. Static and fatigue behavior of shear connectors for a steel-concrete composite girder;Deng;J Constr Steel Res,2019
2. Equivalent computational models and deflection calculation methods of box girders with corrugated steel webs;Zhou;Eng Struct,2016
3. Experimental investigation on fatigue behavior of composite beams with different studs arrangements;El-Zohairy;Structures,2022
4. Mohamed A., Abu MaraqaBassam A.,TayehaMohamed M.,ZiaraaRayedAlyousef. (2020), Flexural behavior of RC beams strengthened with steel wire mesh and self-compacting concrete jacketing — experimental investigation and test results, Journal of Materials Research and Technology. 2020; 10, 1002-1009. https://doi.org/10.1016/j.jmrt.2020.12.069.
5. A study on structural performance of deconstructable bolted shear connectors in composite beams;Ataei;Structures,2021
Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Interface space-time slip behavior of prefabricated composite beams under fatigue loading;Journal of Constructional Steel Research;2024-02
2. Study on shear performance of discontinuous PBL connectors with double holes;Alexandria Engineering Journal;2024-02
3. Experimental study on fatigue damage of continuous steel–concrete composite beam by acoustic emission;Structures;2023-11
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