冲击载荷钢的结构与力学性能

H. Bowden, P. Kelly
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引用次数: 3

摘要

摘要采用拉伸试验和透射电子显微镜研究了三种普通碳钢在峰值压力为100 ~ 250千巴时的力学性能和微观组织之间的关系。当压力超过诱导相变α→α→α所需的压力时,结构和性能发生最显著的变化。该压力的值取决于钢的原始组织,因此退火的低碳钢在150千巴时表现出相当大的转变,而正火的0.99% C钢直到峰值压力超过200千巴时才发生转变。在转变压力下,低碳钢通过冲击载荷进行强化,而在两种高碳钢中没有发生这种情况。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The Structure and Mechanical Properties of Shock-Loaded Steels
AbstractTensile tests and transmission electron microscopy have been used to investigate the relationship between mechanical properties and microstructure in three plain carbon steels shock-loaded to peak pressures between 100 and 250 kilobars. The most dramatic change in structures and properties occurs at pressures in excess of that required to induce the phase transformation α → ɛ → α. The value of this pressure depends on the original microstructure of the steel, so that an annealed low-carbon steel shows considerable transformation at 150 kilobars, while a normalized 0.99% C steel does not transform until the peak pressure exceeds 200 kilobars. Below the transformation pressure the low-carbon steel is strengthened by shock-loading, while this does not occur in the two high-carbon steels.
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