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Experimental and analytical study of combined bolted-welded lap joints including high-strength steel

机译:高强度钢组合螺栓焊接钢板接头的实验分析研究

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摘要

Bolting is often combined with welding to supplement the welded joints. However, different opinions are available in literature regarding the combined bolted and welded joint strength. Further, the combined use of bolting and welding in high-strength steel applications has not been extensively studied. In this study, a total of 48 combined bolted-welded lap joints with various test variables including ordinary- and high-strength steel were tested. Depending on the initial installation location of the bolt, there was a difference of by about 100 to 250 kN in strength. When the pre-tensioned bolts were applied, the joint strength increased about 100 kN. The load-deformation relationship of the combined bolted and welded joint was first derived based on deformation compatibility. A new formula that is applicable to both ordinary and high-strength steel was proposed and validated based on the test results. In addition, the effect of the fabrication sequence on the joint strength was also evaluated. (C) 2020 Elsevier Ltd. All rights reserved.
机译:螺栓经常与焊接相结合以补充焊接接头。但是,关于螺栓合并的螺栓和焊接接合强度的文献中有不同的意见。此外,在高强度钢应用中的螺栓和焊接的结合使用尚未得到广泛研究。在本研究中,测试了共有48个组合螺栓焊接的搭接接头,具有各种试验变量,包括普通和高强度钢。根据螺栓的初始安装位置,强度差异约为100至250kN。当施加预张紧的螺栓时,关节强度增加约100kn。基于变形相容性首先首先衍生合并螺栓和焊接接头的负载变形关系。提出了一种适用于普通和高强度钢的新配方,并根据测试结果验证。此外,还评估了制造序列对关节强度的影响。 (c)2020 elestvier有限公司保留所有权利。

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