循环荷载下钛钢复合板滞回本构关系试验研究

袁焕鑫; 韩凤钰; 刘记立; 杜新喜

doi:10.3724/j.gyjzG22112307

循环荷载下钛钢复合板滞回本构关系试验研究

doi: 10.3724/j.gyjzG22112307

1. 武汉大学土木建筑工程学院, 武汉 430072;
2. 武汉理工大学新材料力学理论与应用湖北省重点实验室, 武汉 430070

基金项目:

国家自然科学基金项目（52278208）。

详细信息

作者简介:
袁焕鑫，博士，副教授，主要从事钢结构研究。电子信箱:yuanhx@whu.edu.cn

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出版历程
- 收稿日期: 2022-11-23
- 网络出版日期: 2025-11-05

Experimental Research on Hysteretic Constitutive Relationship of Titanium-Steel Clad Plates Under Cyclic Loading

1. School of Civil Engineering, Wuhan University, Wuhan 430072, China;
2. Hubei Key Laboratory of Theory and Application of Advanced Materials Mechanics, Wuhan University of Technology, Wuhan 430070, China

摘要

摘要: 为探究TA2/Q235钛钢复合板在循环荷载下的滞回本构关系，对不同加载制度下的28个钛钢复合板试件开展试验研究，得到了钛钢复合板的单调性能、滞回性能以及断口形貌：在循环荷载作用下钛钢复合板的滞回曲线饱满，无明显捏拢现象，且呈现出各向同性强化与随动强化的混合特征；试件断口为微孔聚集型断裂，属于延性断裂。基于此，采用Ramberg-Osgood表达式拟合钛钢复合板的循环骨架曲线，利用Chaboche塑性本构模型描述试件的滞回性能，根据试验结果标定骨架曲线模型和滞回本构模型中的材料参数，并结合标定的滞回本构模型分析了钛层与钢材复合比的影响。结果表明：随着复合比的下降，钛钢复合板各向同性强化更为显著，而随动强化特性无明显变化。最后，采用ABAQUS有限元软件对循环荷载试验过程进行数值模拟，模拟结果与试验滞回曲线吻合良好，表明所标定的参数可以准确预测钛钢复合板在循环荷载作用下的响应。
- 钛钢复合板 /
- 循环荷载 /
- 滞回性能 /
- 本构模型 /
- 复合比
Abstract: In order to explore the hysteretic constitutive relationship of TA2/Q235 titanium-steel clad plates under cyclic loading， a total of 28 titanium-steel clad plate specimens under various loading protocols were tested. The monotonic behavior， hysteretic behavior， and fracture morphology of the specimens were obtained. The hysteretic curves of the specimens subjected to cyclic loading were plump without obvious pinching effects， demonstrating a mixed hardening characteristic combining isotropic hardening and kinematic hardening. Microvoid coalescence fracture， a typical mode of ductile fracture， was observed from the fracture morphology. The skeleton curves of titanium-steel clad plates were fitted using the Ramberg-Osgood equation， while the Chaboche plastic constitutive model was used to characterize the hysteretic behavior of the specimens. Based on the experimental results， the material parameters for both the skeleton curve model and hysteretic constitutive model were calibrated. The effects of the cladding ratio were examined using the calibrated hysteretic constitutive model. The results showed that the isotropic hardening effect of the titanium-steel clad plates became more significant with a decreasing cladding ratio， while the kinematic hardening characteristic remained unchanged. Using the ABAQUS finite element software， a numerical simulation of the cyclic loading test process was conducted. The simulation results agreed well with the experimental hysteresis curves， indicating that the calibrated parameters accurately predicted the response of titanium-steel clad plates under cyclic loading.
- titanium-steel clad plate /
- cyclic loading /
- hysteretic behavior /
- constitutive model /
- cladding ratio

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参考文献(18)

[1]	袁焕鑫，高焌栋，杜新喜. 金属复合板的应用及研究现状[C]// 中国钢结构协会结构稳定与疲劳分会第15届（ISSF-2016）学术交流会暨教学研讨会论文集. 昆明:2016:18-22.
[2]	XIE M，ZHANG L J，ZHANG G F，et al. Microstructure and mechanical properties of CP-Ti/X65 bimetallic sheets fabricated by explosive welding and hot rolling[J]. Materials and Design，2015，97:181-197.
[3]	LIU J X，ZHAO A M，JIANG H T，et al. Effect of interface morphology on the mechanical properties of titanium clad steel plates[J]. International Journal of Minerals，Metallurgy，and Materials，2012，19（5）:404-408.
[4]	班慧勇，白日升，刘明，等. 钛-钢复合钢材力学性能及本构模型研究[J]. 工程力学，2019，36（7）:57-66.
[5]	CHABOCHE J L. Time-independent constitutive theories for cyclic plasticity[J]. Pergamon，1986，2（2）:149-188.
[6]	骆晶，施刚，毛灵涛，等. 双相型不锈钢S22053循环本构关系研究[J]. 工程力学，2021，38（9）:171-181.
[7]	中国国家标准化管理委员会. 金属材料拉伸试验第1部分:室温试验方法:GB/T 228.1—2021 [S]. 北京:中国标准出版社，2021.
[8]	BAN H Y，ZHU J C，SHI G. Cyclic loading tests on welded connections of stainless-clad bimetallic steel and modelling[J]. Journal of Constructional Steel Research，2020，171，106140.
[9]	戴国欣，王飞，施刚，等. Q345与Q460结构钢材单调和循环加载性能比较[J]. 工业建筑，2012，42（1）:13-17.
[10]	ZHOU F，CHEN Y Y，WU Q. Dependence of the cyclic response of structural steel on loading history under large inelastic strains[J]. Journal of Constructional Steel Research，2015，104:64-73.
[11]	王萌，石永久，王元清，等. 循环荷载下钢材本构模型的应用研究[J]. 工程力学，2013，30（7）:212-218.
[12]	RAMBERG W，OSGOOD W R. Description of stress-strain curves by three parameters[R]. Washington:National Advisory Committee for Aeronautics，1943．
[13]	LÁZARO L，CHACÓN R. Material behaviour of austenitic stainless steel subjected to cyclic and arbitrary loading[J]. Journal of Constructional Steel Research，2022，189，107113.
[14]	苏娟华，周铁柱，任凤章，等. 工业纯钛高温拉伸性能及断口形貌[J]. 中国有色金属学报，2015，25（6）:1471-1479.
[15]	胡婉颖，余玉洁，田沛丰，等. 高温后高强Q690钢材循环加载试验及本构模型研究[J]. 工程力学，2022，39（3）:84-95.
[16]	王萌，杨维国，王元清，等. 奥氏体不锈钢滞回本构模型研究[J]. 工程力学，2015，32（11）:107-114.
[17]	尹越，张松，韩庆华，等. 基于循环孔洞扩张模型的Q355钢超低周疲劳断裂数值模拟[J]. 工程力学，2021，38（8）:246-256.
[18]	WANG Y Q，CHANG T，SHI Y J，et al. Experimental study on the constitutive relation of austenitic stainless steel S31608 under monotonic and cyclic loading[J]. Thin-Walled Structures，2014，83:19-27.