高强度钢板残余应力振动时效消减技术试验研究<sup>*</sup>

doi:10.3901/JME.2017.01.086

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摘要

根据振动时效(Vibration stress relief， VSR)原理，采用高频振动台作为振动时效的激振装置，设计安装于振动试验台、用于给钢板施加面内拉伸载荷的钢板张力加载机构，在实验室搭建出钢板振动时效试验研究平台，对振动时效消除高强度钢板残余应力的有效性进行试验研究。在VSR处理前后采用X射线衍射方法对马氏体高强度钢板和试验对照用T2镀锡基板的表面残余应力分布进行测量表征，并同时对试样的板形瓢曲和翘曲程度做了测量。研究结果表明，所设计的振动时效试验平台可以实现带张力工况下的钢板同频激振;在一定的激振频率和时间的振动时效处理后，两种试验钢板的残余应力均得到一定程度的消减和均匀化，但是对于板形瓢曲和翘曲缺陷基本没有改变;相对而言，马氏体高强度钢板的时效效果明显弱于T2镀锡基板;试验结果可以反映材料强度对于振动时效效应的显著影响和振动时效对于板形瓢曲及翘曲缺陷的微弱影响。

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	张清东
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	陈兵

关键词 ：振动时效, 残余应力, 高强度钢板, 动应力

Abstract：Based on the principle of vibration stress relief (VSR), the effectiveness of the residual stress of high-strength steel plate is studied. The high frequency vibration table is selected as excitation device, and a steel in-plane tension loading device is designed and set up. Before and after the VSR process, X-ray diffraction method is utilized to measure the surface residual stress of Martensitic high strength steel plate and the control group-T2 tin plating board, and the possible deformations of strip buckling and warping of the steel plates are measured. Research results demonstrate that the high frequency vibration table and the loading tension strip steel can be implemented in the same vibration frequency. After being vibrated in a particular vibration frequency and a period of time, the residual stress of the two material steel is reduced and homogenized, but the strip buckling defects and warping defects of the steel plates has not changed and the residual stress reduction of high-strength steel is comparatively weaker than the control group. The experimental results can reflect that the strength of materials has significantly influence on vibration stress relief effect and vibration stress relief has limit influence on the strip buckling defects and warping defects of the steel plates.

Key words： vibratory stress relief residual stress high-strength steel dynamic stress

基金资助:* 国家科技支撑计划重点(2011BAE13B05)和国家自然科学基金(51075031)资助项目; 20160221收到初稿，20160918收到修改稿;

作者简介: 张清东，男，1965年出生，博士，教授，博士研究生导师。主要研究方向为板带钢板形的自动控制与检测的理论、方法和技术，薄宽板带钢的屈曲与皱曲变形。E-mail：zhang_qd@me.ustb.edu.cn曾杰伟(通信作者)，男，1985年出生，博士研究生。主要研究方向为电磁检测技术研究与振动时效控制。E-mail：yunsong118@163.com

引用本文:

张清东, 曾杰伟, 罗晓明, 张晓峰, 陈兵. 高强度钢板残余应力振动时效消减技术试验研究^*[J]. 机械工程学报, 2017, 53(1): 86-92.
ZHANG Qingdong, ZENG Jiewei, LUO Xiaoming, ZHANG Xiaofeng, CHEN Bing. Experimental Study on Residual Stress Reduction for the High-strength Steel Based on Vibration Stress Relief. Journal of Mechanical Engineering, 2017, 53(1): 86-92.

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http://www.cjmenet.com.cn/Jwk_jxgcxb/CN/10.3901/JME.2017.01.086 或 http://www.cjmenet.com.cn/Jwk_jxgcxb/CN/Y2017/V53/I1/86

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