小变形循环载荷下Q235材料特性的试验研究
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  • 英文篇名:Experiment Research on Material Characteristics of Q235 under Small Deformation Cyclic Loading
  • 作者:张庆玲 ; 金淼 ; 张洪生 ; 董昊 ; 邹宗园
  • 英文作者:ZHANG Qingling;JIN Miao;ZHANG Hongsheng;DONG Hao;ZOU Zongyuan;Key Laboratory of Advanced Forging & Stamping Technology and Science(Yanshan University),Ministry of Education of China;
  • 关键词:小变形 ; 应变循环载荷 ; 屈服平台 ; 屈服应力 ; 包申格效应
  • 英文关键词:small deformation;;strain cyclic loading;;yield platform;;yield stress;;Bauschinger effect
  • 中文刊名:JXXB
  • 英文刊名:Journal of Mechanical Engineering
  • 机构:先进锻压成形技术与科学教育部重点实验室(燕山大学);
  • 出版日期:2017-07-18 15:46
  • 出版单位:机械工程学报
  • 年:2017
  • 期:v.53
  • 基金:国家自然科学基金(51575474);; 河北省自然科学基金(E2015203220);; 河北省高校创新团队领军人才培育计划(LJRC012)资助项目
  • 语种:中文;
  • 页:JXXB201720010
  • 页数:8
  • CN:20
  • ISSN:11-2187/TH
  • 分类号:82-89
摘要
为进一步挖掘材料的承载能力,以焊接结构常用材料Q235为研究对象,通过应变控制下的循环加载试验,得到了Q235在小变形量循环载荷作用下的应力应变曲线及特征,应力随循环周次的变化规律,并给出了相应的数学模型。试验结果表明,Q235在小应变对称循环载荷作用下表现出循环硬化特性和包申格效应,随循环周次的增加,循环硬化速率和包申格能量参数变化率最终均会达到一个稳定值;Q235在小应变非对称循环载荷作用下的变形特征,可以看作是其对应变初值和对称应变循环载荷叠加作用的响应,且随循环周次的增加,材料响应应力峰值与屈服应力逐渐回归于相同幅值对称应变作用下的相应数值。
        In order to dig out the carrying capacity of the material, small strain cyclic loading test are carried out on Q235, which is commonly used for welded structure. Through the test, stress-strain curve and characteristic are obtained under small deformation cyclic loading, and the change rule of stress along with cyclic time is summarized. Moreover, the corresponding calculation models are put forward. The experimental results show that Q235 shows cyclic hardening behavior and Bauschinger effect under symmetrical small strain cyclic loading, and cyclic hardening rate and Bauschinger energy parameter change rate will all reach a different stable value with the increase of number of cycles. Under asymmetric small strain cyclic loading, the deformation behaviour of Q235 can be looked as the response to the superposition of initial strain value and symmetrical strain cyclic loading. And with the increase of number of cycles, the peak stress and yield stress will return to the corresponding value under the symmetrical strain cyclic loading at the same amplitude.
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