预制混凝土
结构工程
剪切(地质)
复合数
材料科学
厚板
焊接
承载力
打滑(空气动力学)
复合材料
复合结构
抗剪强度(土壤)
工程类
地质学
土壤科学
土壤水分
航空航天工程
作者
Abdolreza Ataei,Mehran Zeynalian
出处
期刊:Structures
[Elsevier]
日期:2021-02-01
卷期号:29: 519-533
被引量:26
标识
DOI:10.1016/j.istruc.2020.11.065
摘要
An experimental study according to EC4 on deconstructable steel-concrete composite bolted shear connectors is carried out to investigate the effect of various bolt size, concrete strength, bolt strength and clearance size between the precast concrete slab and bolt on the static behaviour of this type of composite connection. Shear load capacity for the first bearing, average major slip at the first bearing, maximum shear load capacity per bolt, slip corresponding to the maximum shear load capacity, maximum average slip between the precast concrete slab and steel beam and failure modes are assessed. A total of 12 composite specimens were tested according to EC4 with different parameters using deconstrcutable bolted shear connectors. In addition, two steel-concrete composite connection specimens using welded headed stud shear connectors were tested as control specimens to determine the influence of prefabricated concrete panels and deconstructable friction-grip bolted shear connectors on the performance of the steel-concrete composite connection. The experimental results show that deconstrcutable steel-concrete composite bolted shear connectors have completely different behaviour compared to welded headed stud shear connectors. Furthermore, a 3D finite element model of the steel-concrete composite connection having precast concrete slabs and deconstructable bolted shear connectors was performed. Numerical model was verified against experimental results, and was shown to accurately simulate their observed structural behaviour.
科研通智能强力驱动
Strongly Powered by AbleSci AI