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Evaluation method of brittle crack propagation stopping performance of thick steel plate

机译:厚钢板脆性裂纹扩展停止性能的评价方法

摘要

A method for evaluating the brittle crack propagation stopping performance of a thick steel plate is provided. The present invention is a method for evaluating the brittle crack propagation stopping performance of a thick steel plate using a large specimen, and a notch that generates a brittle crack is formed at one end of the center portion in the load direction of the large specimen. Further, an embrittled region having a predetermined length L is formed at the tip of the notch or so as to include the tip and extend in the brittle crack propagation direction, and further, the embrittled region is formed. Later, at least one test piece is used in which the fusion weld is separated from the embrittlement region. The fusion weld is located at a position spaced from the embrittlement region on one or both sides by a distance d related to the plate thickness t, and the length is ΔL1 (0.3L to -0.3L) with the embrittlement region length L as a reference. ), And a shape shortened from the end of the test piece within a range of ΔL2 (0 to 0.4 L). Thereby, the brittle crack generated from the notch propagates without deviating from the predetermined brittle region, FPD can be prevented, and an effective CAT test result can be obtained.
机译:提供了一种评价厚钢板的脆性裂纹扩展停止性能的方法。本发明是一种使用大型试样来评价厚钢板的脆性裂纹扩展停止性能的方法,并且在大样本的载荷方向的中央部的一端形成有产生脆性裂纹的切口。此外,在凹口的尖端处形成具有预定长度L的脆化区域,以包括该尖端并在脆性裂纹扩展方向上延伸,并且进一步形成脆化区域。随后,使用至少一个试件,在该试件中熔焊与脆化区域分开。熔焊位于与脆性区域在一侧或两侧相距距离d的位置,该距离d与板厚t有关,其长度为ΔL1(0.3L至-0.3L),脆性区域长度L为a。参考。 ),并且从试件的端部开始在ΔL2(0至0.4 L)的范围内缩短形状。从而,从切口产生的脆性裂纹不偏离预定的脆性区域而传播,可以防止FPD,并且可以获得有效的CAT测试结果。

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