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DUCTILE CRACK GROWTH BEHAVIOUR OF COMPRESSIVELY PRESTRAINED STEELS

机译:受压预应力钢的韧性裂纹扩展行为

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In the case of considering the fracture behaviour of actual structures, ductile crack could grow through prestrained zone generated by load histories and then final fracture could occur. Therefore, it is important to figure out ductile crack growth property of prestrained steels. In this study, using compressively prestrained SM400B and HT780, ductile crack growth properties were discussed experimentally and analytically. As a result, it was found that the resistance to ductile crack growth of SM400B was different depending on prestrain levels and brittle fractures occurred for most -10 % prestrained SM400B. On the other hand, the resistance of HT780 was independent of prestrain levels. From SEM observations, micro crack was observed in fracture surface for which brittle fracture occurred. The difference in the resistance to ductile crack growth due to compressive prestrain could be understandable from stress distributions and stress triaxiality factor at crack tip obtained from FE-analyses. In the case that stress triaxiality factor, which is dependent on each stress component, increases due to compressive prestrain, resistance to ductile crack growth could become lower.
机译:在考虑实际结构的断裂行为的情况下,延性裂纹可能会通过载荷历史生成的预应变区扩展,然后可能发生最终断裂。因此,弄清楚预应力钢的延性裂纹扩展性能很重要。在这项研究中,使用压缩预应力SM400B和HT780,通过实验和分析方式讨论了延性裂纹扩展性能。结果,发现SM400B对延性裂纹增长的抵抗力根据预应变水平而不同,并且大多数-10%的预应变SM400B发生脆性断裂。另一方面,HT780的电阻与预应变水平无关。从SEM观察,在脆性断裂发生的断裂面上观察到微裂纹。从有限元分析获得的裂纹尖端的应力分布和应力三轴性因子可以理解由于压缩预应变而导致的延性裂纹扩展阻力的差异。在取决于每个应力分量的应力三轴系数由于压缩预应变而增加的情况下,对延性裂纹扩展的抵抗力可能会降低。

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