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EXPERIMENTAL STUDY ON DUCTILE CRACK INITIATION IN COMPACT SECTION STEEL COLUMNS

机译:紧凑型钢柱韧性裂纹启动的实验研究

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The present study aims at investigating the initiation mechanism of ductile cracks, which is the first step of brittle fracture, occurred in steel bridge piers with thick-walled sections, in order to develop a seismic evaluation procedure for steel structures considering the evaluation of ductile crack initiation. For this purpose, a total of nine steel columns with small width-thickness ratios were tested under cyclic loading. It is found that ductile cracks occurred at the column base in all the specimens regardless of cyclic loading histories subjected.
机译:本研究旨在研究延展岩裂缝的起始机制,这是脆性骨折的第一步,钢桥墩发生厚壁部分,以便考虑到延展性裂纹评价的钢结构的地震评价程序引发。为此目的,在循环载荷下测试总共九个钢柱具有小的宽度厚度比。结果发现,无论循环载荷历史如何,在所有标本中都发生在柱碱的延性裂缝。

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