含柔性抗剪连接件的钢-混凝土组合梁性能研究

IF 0.7 Q4 ENGINEERING, CIVIL

International Journal of Structural Engineering Pub Date : 2018-03-29 DOI:10.1504/IJSTRUCTE.2018.10011862

B. Balasubramanian, R. Baskar

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引用次数: 0

摘要

本文介绍了钢-混凝土组合梁在静载作用下的研究结果。使用有限元分析（FEA）进行的实验研究和分析研究。介绍了钢-混凝土组合梁的承载能力。钢-混凝土组合梁预埋19mm栓钉抗剪连接件。分析了在弯曲荷载作用下，带双头螺栓剪力连接件的组合梁钢-混凝土层的相互作用。将实验结果与使用ANSYS 10进行分析建模的结果进行了比较。

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Performance study of steel-concrete composite beam involving flexible shear connector

The paper presents the results of an investigation on steel-concrete composite beam subjected to static loading. An experimental investigation and analytical study using finite element analysis (FEA). The load carrying capacity of the steel-concrete composite beam is presented. The steel-concrete composite beam is embedded with 19 mm stud shear connector. The interaction of steel-concrete layers of composite beam with headed stud shear connector due to the application of flexural load is analysed. The experimental results are compared with those of analytical modelling using ANSYS 10.

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来源期刊

International Journal of Structural Engineering Engineering-Civil and Structural Engineering

CiteScore

2.40

自引率

23.10%

发文量