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Residual Ultimate Strength Of Steel Plates With Longitudinal Cracks Under Axial Compression-experiments

机译：轴向压缩试验下纵向裂纹钢板的极限极限强度

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The main objective of the present study is to examine the residual ultimate strength characteristics of steel plates with cracking damages under axial compressive actions through experimental investigations. The present study is a sequel of the author's previous paper (Paik, J.K., Satish Kumar, Y.V., Lee, J.M., 2005. Ultimate strength of cracked plate elements under axial compression or tension. Thin-Walled Structures, 43, 237-272). In contrast to the previous paper which dealt with transverse cracks located in the direction normal to the axial loading direction, the present paper is concerned with longitudinal cracks which are located in parallel to the axial loading direction. Similar to the previous paper, the orientation/location and size of cracks inside the plates are varied for the present experimental investigations. The details of experimental results are documented. The database and insights developed from the present work will be useful for cracking damage-tolerant design of steel-plated structures and also for condition assessment or health monitoring of aging steel-plated structures.
机译：本研究的主要目的是通过实验研究来检查在轴向压缩作用下具有裂纹损伤的钢板的残余极限强度特性。本研究是作者先前论文的续集（Paik，JK，Satish Kumar，YV，Lee，JM，2005年。开裂的板单元在轴向压缩或拉伸下的极限强度。薄壁结构，43，237-272）。 。与处理垂直于轴向载荷方向的横向裂纹的前一篇论文相反，本论文关注的是平行于轴向载荷方向的纵向裂纹。与先前的论文相似，对于本实验研究，板内部裂纹的方向/位置和大小也有所不同。实验结果的详细信息已记录在案。从目前的工作中获得的数据库和见解将有助于破解钢板结构的耐损伤设计，还可以用于老化的钢板结构的状态评估或健康监测。

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