何群, 陈以一, 田海. LYP100钢材大应变下滞回性能[J]. 工程力学, 2018, 35(S1): 27-33. DOI: 10.6052/j.issn.1000-4750.2017.05.S008
引用本文: 何群, 陈以一, 田海. LYP100钢材大应变下滞回性能[J]. 工程力学, 2018, 35(S1): 27-33. DOI: 10.6052/j.issn.1000-4750.2017.05.S008
HE Qun, CHEN Yi-yi, TIAN Hai. Hysteretic behavior of low yield point steel LYP100 under large inelastic strain[J]. Engineering Mechanics, 2018, 35(S1): 27-33. DOI: 10.6052/j.issn.1000-4750.2017.05.S008
Citation: HE Qun, CHEN Yi-yi, TIAN Hai. Hysteretic behavior of low yield point steel LYP100 under large inelastic strain[J]. Engineering Mechanics, 2018, 35(S1): 27-33. DOI: 10.6052/j.issn.1000-4750.2017.05.S008

LYP100钢材大应变下滞回性能

Hysteretic behavior of low yield point steel LYP100 under large inelastic strain

  • 摘要: 对LYP100钢材进行了单调拉伸试验和大应变下的循环加载试验,为了防止试件受压失稳,循环加载采用标距直径比为1.25的试件。循环加载一共做了4类共计7种加载制度,试验结果表明LYP100钢材具有十分明显的强化特征,表现为随动强化和各向同性强化的混合。通过对不同加载制度结果的对比,LYP100钢材的强化特征表现为同应变幅相关,这在目前的Chaboche模型中并未体现,需要对材料模型进行修改。此外,该文在Chaboche模型的基础上针对等幅加载的试验结果做了参数标定,采用标定后的结果进行计算,计算的结果表明Chaboche模型存在无法考虑应力强化同应变幅相关的缺陷。

     

    Abstract: Monotonic tension tests and cyclic tests were conducted to investigate mechanical properties of low yield point steel LYP100 in this study. A small gage coupon specimen with a length-to-diameter ratio of 1.25 was adopted in cyclic tests to avoid buckling of the specimen under compression. Seven loading schemes were adopted in the cyclic tests. Remarkable work-hardening was observed in the cyclic tests which was a combination of kinematic hardening and isotropic hardening. Work-hardening of LYP100 was related to the strain range by comparison while the Chaboche model did not express this feature. The parameter identification based on the Chaboche model, which performed well with the fix strain range cyclic tests, could not provide a good prediction when simulating other loading schema due to the inherent shortcomings of the Chaboche model.

     

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