CAJ | 학술논문

本文主要运用有限元软件ANSYS对钢混凝土剪力连接件进行分析计算，比较了栓钉连接件的不同布置对其承载力的的影响；还有新型剪力连接件PBL的工作性能；在荷载作用下的各连接件的受力特性进行分析，得到在荷载作用下的不同剪力连接件的承载力进行对比，选择出更适合的剪力连接件形式。利用模拟分析得出：栓钉采用折线分布要高于双排高于单排的承载力；PBL开孔直径对剪力连接件的影响。
본문주요운용유한원연건ANSYS대강혼응토전력련접건진행분석계산，비교료전정련접건적불동포치대기승재력적적영향；환유신형전력련접건PBL적공작성능；재하재작용하적각련접건적수력특성진행분석，득도재하재작용하적불동전력련접건적승재력진행대비，선택출경괄합적전력련접건형식。이용모의분석득출：전정채용절선분포요고우쌍배고우단배적승재력；PBL개공직경대전력련접건적영향。
The finite element method is used to analyze shear connector about steel and concrete composite structure. An effective numerical model is proposed to compare shear connectors of stud and PBL in different configuration way, so we can choose more better shear connector. From analyzing the model we can conclusion that broken line of stud of shear connector bearing capacity is the biggest and opening of PBL will influence its bearing capacity.