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Research on Tensile Bearing Capacity of Self-drilling Screw Joints for Thick Faced Roof Sandwich Panels

机译:厚面屋顶夹芯板自钻螺杆接头拉伸承载力研究

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To find out the connection of screw joints and base materials or the metal crest surface at the head of screw which is destroyed first, the tensile bearing capacity of joints between self-drilling screws (SDS) and the base materials were tested first. With two types of SDS joints furnished with C-saddle washers (C-SW) and M-saddle washers (M-SW) respectively, test and analysis on the tensile bearing capacity of SDS joints were undertaken. Corresponding finite element (FE) models were analyzed by ANSYS/LS-DYNA software. Based on mechanical analysis, a new theoretically computational formula for tensile bearing capacity of SDS joints is proposed.
机译:为了首先发现螺钉和螺钉头部的螺钉头部的金属嵴表面的连接,首先测试自钻螺钉(SDS)和基材之间接头的拉伸承载力。采用两种类型的SDS关节,分别配备了C-SADDLE垫圈(C-SW)和M-SADDLE垫圈(M-SW),进行了测试和分析SDS关节的拉伸承载力。 ANSYS / LS-DYNA软件分析了相应的有限元(FE)模型。基于机械分析,提出了一种用于SDS关节拉伸承载力的新理论计算公式。

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