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首页> 外文期刊>Frattura e Integrita Strutturale >Kinetics of fatigue crack growth and crack paths in the old puddled steel after 100-years operating time
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Kinetics of fatigue crack growth and crack paths in the old puddled steel after 100-years operating time

机译:100年运行时间后,旧水磨钢的疲劳裂纹扩展和裂纹路径的动力学

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The goal of the authors’ investigations was determination of the fatigue crack growth in fragmentsof steel structures (of the puddled steel) and its cyclic behavior. Tested steel elements coming from the turn ofthe 19th and 20th were gained from still operating ancient steel construction (a main hall of Railway Station,bridges etc.). This work is a part of investigations devoted to the phenomenon of microstructural degradationand its potential influence on their strength properties. The analysis of the obtained results indicated that thoselong operating steels subject to microstructure degradation processes consisting mainly in precipitation ofcarbides and nitrides inside ferrite grains, precipitation of carbides at ferrite grain boundaries and degenerationof pearlite areas [1, 2]. It is worth noticing that resistance of the puddled steel to fatigue crack propagation inthe normalized state was higher. The authors proposed the new kinetic equation of fatigue crack growth rate insuch a steel. Thus the relationship between the kinetics of degradation processes and the fatigue crack growthrate also have been shown. It is also confirmed by the materials research of the viaduct from 1885, which hasnot shown any significant changes in microstructure. The non-classical kinetic fatigue fracture diagrams (KFFD)based on deformation (??) or energy (?W) approach was also considered. In conjunction with the results oflow- and high-cycle fatigue and gradual loss of ductility as a consequence (due to the microstructuraldegradation processes) - it seems to be a promising construction of the new kinetics fatigue fracture diagramswith the energy approach.
机译:作者研究的目的是确定钢结构碎片(水化钢)的疲劳裂纹扩展及其循环行为。经过测试的钢质元素来自19世纪和20世纪初仍在运行的古老钢结构(火车站的主厅,桥梁等)中。这项工作是致力于微观结构退化现象及其对强度特性潜在影响的研究的一部分。对获得的结果的分析表明,那些长时间运行的钢经受了微观结构退化过程,主要包括铁素体晶粒内部的碳化物和氮化物的析出,铁素体晶粒边界处的碳化物的析出和珠光体区域的变性[1,2]。值得注意的是,在规范化状态下,钢水对疲劳裂纹扩展的抵抗力更高。作者提出了一种新的疲劳裂纹扩展速率动力学方程。因此,还显示了降解过程动力学与疲劳裂纹扩展速率之间的关系。 1885年高架桥的材料研究也证实了这一点,该研究尚未显示出微观结构的任何重大变化。还考虑了基于变形(Δε)或能量(ΔW)方法的非经典动态疲劳断裂图(KFFD)。结合低循环和高循环疲劳的结果,以及由此导致的延展性的逐渐降低(由于微观结构的降解过程),这似乎是一种利用能量方法构造新的动力学疲劳断裂图的有希望的方法。

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