CAJ | 학술논문

通过对设有双开孔波形板剪力连接件的试件进行推出试验,探讨了这种连接件在外荷载作用下的钢板和混凝土应变分布及荷载滑移变化规律,分析了混凝土板与钢板交界面的界面特性及贯穿钢筋的受力情况、混凝土板的掀起作用等,结果表明：开孔波形板剪力连接件具有较高的抗剪能力和连接性能,混凝土与钢梁交界面相对滑移量小。
통과대설유쌍개공파형판전력련접건적시건진행추출시험,탐토료저충련접건재외하재작용하적강판화혼응토응변분포급하재활이변화규률,분석료혼응토판여강판교계면적계면특성급관천강근적수력정황、혼응토판적흔기작용등,결과표명：개공파형판전력련접건구유교고적항전능력화련접성능,혼응토여강량교계면상대활이량소。
Through carrying out the promotion experiment of shearing connector of double-open-hole and wave-shape plate, the paper explores the strain distribution and load sliding law of steel plate and concrete under the external load of connectors, and analyzes the interface characteristics between concrete plate and steel plate interface and the stress conditions of crossing steel and the lifting role of concrete plate and so on. Results show that： shearing connectors of open-hole and wave-shape plate has higher anti-shearing capacity and connecting performance, there is little sliding amount of the interface between eonerete and steel beam.