首页> 美国卫生研究院文献>Materials >The Constitutive Relationship for Corroded Steel Bars: Model and Analysis
【2h】

The Constitutive Relationship for Corroded Steel Bars: Model and Analysis

机译:锈蚀钢筋的本构关系:模型与分析

代理获取
本网站仅为用户提供外文OA文献查询和代理获取服务,本网站没有原文。下单后我们将采用程序或人工为您竭诚获取高质量的原文,但由于OA文献来源多样且变更频繁,仍可能出现获取不到、文献不完整或与标题不符等情况,如果获取不到我们将提供退款服务。请知悉。

摘要

Combining the theoretical derivation and numerical calculations, the characteristic changes of the tensile constitutive relation of corroded steel bars and their underlying mechanisms are studied. Corroded steel bars are regarded as a combination of three parts, which include uncorroded part, corroded part with variable cross section, and uniform corroded part. It is assumed that in all three parts the steel material follows a simplified trilinear constitutive relation of a mild steel material (elasticity, yielding, and hardening), from which an analytical model describing the overall tensile constitutive relation of the corroded steel bar is developed. Based on the experimental data of slotted steel bars, the validation of the present analytical model is provided. The results show that the trilinear model can give relatively accurate prediction of the characteristic parameters of corroded steel bars. The influences of corrosion rate on the mechanical properties of corroded steel bars are examined using the proposed model.
机译:结合理论推导和数值计算,研究了锈蚀钢筋的拉伸本构关系的特征变化及其机理。被腐蚀的钢筋被认为是三个部分的组合,包括未腐蚀部分,横截面可变的腐蚀部分和均匀腐蚀的部分。假定在所有三个部分中,钢材都遵循低碳钢的简化三线性本构关系(弹性,屈服和硬化),由此建立了描述腐蚀钢筋整体拉伸本构关系的分析模型。基于开槽钢筋的实验数据,对本分析模型进行了验证。结果表明,三线性模型可以较准确地预测锈蚀钢筋的特征参数。利用所提出的模型,研究了腐蚀速率对锈蚀钢筋力学性能的影响。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
代理获取

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号