双钢板混凝土结构单元面内承载力包络线试验研究

EXPERIMENTAL STUDY ON ENVELOPE CURVES OF IN-PLANE BEARING CAPACITY OF DOUBLE STEEL PLATE CONCRETE STRUCTURAL ELEMENTS

  • 摘要: 双钢板混凝土组合结构(Double steel plate-concrete composite structure,简称SC结构)将外侧钢板通过栓钉等连接构造与内部混凝土连接,可充分发挥钢与混凝土两种材料各自的优势,已得到了越来越广泛的应用。本文利用清华大学自主研发的新型简易薄膜试验机——平面双向单元加载试验装置(Planar Bi-directional Element Tester,简称PBET)进行SC结构单元面内复杂受力性能试验,得到了试件在各加载工况下的破坏模式与承载力。采用中国规范和美国规范分别对试件进行承载力验算,得到试件破坏强度包络线。基于试验结果修正提出了适用于面内复杂受力情况下的SC结构承载力设计包络公式,相比中国规范和美国规范,与试验结果吻合更好且均偏于安全。

     

    Abstract: The double steel plate concrete composite structure (SC structure) connects the outer steel plate with the inner concrete through studs, fully utilizing the advantages of both steel and concrete materials. It has been widely used. In this study, the Planar Bi-directional Element Tester (PBET), a new type of simple thin film testing machine independently developed by Tsinghua University, was used to conduct complex in-plane stress performance tests on SC structural elements. The failure modes and bearing capacity data of the specimens under various loading conditions were obtained. The bearing capacity of the specimens was verified using both Chinese and American standards, and the failure strength envelope of the specimens was obtained. Based on the experimental results, the design envelope formulas for the bearing capacity of SC structures applicable to complex in-plane stress conditions have been proposed. Compared with Chinese and American standards, the formulas are more in line with the test values and tends to be safer.

     

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