应变时效后Q690D钢材的力学性能与本构模型

MECHANICAL BEHAVIORS AND CONSTITUTIVE MODEL OF Q690D STEEL AFTER STRAIN AGING

  • 摘要: 钢材经应变时效后力学性能会发生改变,对结构安全将产生影响。然而,目前建筑工程领域关于应变时效后高强度钢材力学性能的研究还较少。该文以Q690D高强钢为研究对象,开展应变时效对钢材基本力学性能的影响研究,基于试验数据分析了应变时效后Q690D钢材基本力学指标,采用两阶段Ramberg-Osgood模型对试验结果进行了拟合,提出了应变时效后钢材力学性能评估公式,对不同应变时效工况后的Q690D钢材本构关系进行了预测。研究结果表明,应变时效后Q690D钢材屈服强度显著提高,延性下降,4%预应变后曲线的应变硬化完全消失;提出的力学性能评估公式能较好预测不同预应变下不同时效后的力学性能;采用两阶段Ramberg-Osgood模型能够准确表征不同预应变(2%~4%)下不同时效(0 d~90 d)后的Q690D钢材应力应变曲线。研究成果可为应变时效后高强度钢材的力学性能评估和回收利用提供有益参考。

     

    Abstract: The mechanical properties of steel will change after strain aging, which will affect the structural safety. However, there are few researches on the mechanical properties of high-strength steel after strain aging in the field of construction engineering. This paper takes Q690D high-strength steel as the research object to carry out a study on the influence of strain-aging on the basic mechanical properties of steel. Based on the test data, the basic mechanical indexes of Q690D steel after strain-aging are analyzed. The two-stage Ramberg-Osgood model is used to fit the test results, and an evaluation formula for the mechanical properties of steel after strain-aging is proposed. The constitutive relationship of Q690D steel under different strain aging conditions is predicted. The results show that after strain aging, the yield strength of Q690D steel significantly increases, the ductility decreases, and the strain hardening disappears completely after 4% pre-strain. The proposed mechanical properties evaluation formula can predict the mechanical properties under different pre-strains and different aging. The two-stage Ramberg-Osgood model can accurately characterize the stress-strain curves of Q690D steel under different pre-strains (2%~4%) and different aging (0 d~90 d). The research results can provide useful reference for the evaluation of mechanical properties and the recycling of high-strength steel after strain aging.

     

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