摘要
文章通过对直径为φ22的钢迭合梁用栓钉式抗剪器承载力试验结果的分析,阐述了它的受力机理和影响其承载力的各种因素,进而提出在桥梁结构中使用该类栓钉的建议。
Based on the analysis of the results obtained in the load bearing capacity test for the connectors used in bridge structure, the mechanism of behavior of the 22 shear connectors used in steel composite girders and various factors influencing the load-bearing capacity are discussed in this paper.
出处
《土木工程学报》
EI
CSCD
北大核心
1993年第2期67-74,共8页
China Civil Engineering Journal
基金
上海南浦大桥工程科研项目
