海洋环境下锈蚀Q690高强钢力学性能退化研究

郭宏超; 张思嘉; 李彤宇; 张大伟; 李炎隆; 刘云贺

doi:10.13204/j.gyjzG19122508

海洋环境下锈蚀Q690高强钢力学性能退化研究

doi: 10.13204/j.gyjzG19122508

1. 西安理工大学土木建筑工程学院, 西安 710048;
2. 西安理工大学水利水电学院, 西安 710048

基金项目:

国家自然科学基金项目（51978571）；陕西省杰出青年基金项目（2021JC-41）。

详细信息

作者简介:
郭宏超,男,1981年出生,博士,教授。电子信箱:ghc-1209@163.com

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- 文章访问数: 148
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- 被引次数: 0
出版历程
- 收稿日期: 2020-12-25
- 网络出版日期: 2021-11-10
- 刊出日期: 2021-11-10

RESEARCH ON MECHANICAL PROPERTY DEGRADATION OF CORRODED Q690 HIGH-STRENGTH STEEL IN THE MARINE ENVIRONMENT

1. School of Civil Engineering and Architecture, Xi'an University of Technology, Xi'an 710048, China;
2. Institute of Water Resources and Hydro-Electric Engineering, Xi'an University of Technology, Xi'an 710048, China

摘要

摘要: 在周期性浸润和湿热环境下对Q690高强钢进行0~100 d的加速腐蚀试验，通过单轴拉伸试验研究了钢材力学性能的退化规律，采用二次塑流模型建立了锈蚀试件的应力-应变退化本构模型，得到了参数s₁、s₂随腐蚀时间变化的关系，对锈蚀试件进行有限元模拟，并与试验结果进行对比分析。结果表明：由于腐蚀的不断增加，Q690高强钢的屈服强度、抗拉强度和断后伸长率等力学性能指标都有不同程度的下降，弹性模量在腐蚀前期变化不明显，而腐蚀后期最大下降10.2%。所采用的二次塑流模型能较好地反映腐蚀钢材的本构关系，有限元模拟锈坑对钢材的剥削能较好地反映锈蚀高强钢材的承载力退化规律，与试验结果吻合较好。
- Q690高强钢 /
- 单轴拉伸 /
- 锈坑 /
- 海洋环境 /
- 二次塑流模型
Abstract: The accelerated corrosion test of Q690 high-strength steel was carried out for 0-100 d in the periodic wetting and humid hot environment. The degradation law of mechanical properties of steel was studied by uniaxial tensile test. The stress-strain degradation constitutive model of corroded specimen was established by using secondary plastic flow model, and the relationships between parameters s₁ and corrosion time, s₂ and corrosion time were obtained. The results were compared with the experimental results. It could be concluded that the yield strength, tensile strength and elongation after fracture and other mechanical properties of Q690 high-strength steel decreased in varying degrees due to the increasing corrosion. The elastic modulus of Q690 high-strength steel had no obvious change in the early stage of corrosion, but it decreased by 10.2% in the later stage of corrosion. The secondary plastic flow model could better reflect the constitutive relationship of corroded steel. The finite element simulation of corrosion pit exploitation of steel could better reflect the degradation of bearing capacity of corroded high-strength steel, which was in good agreement with the test results.
- Q690 high-strength steel /
- uniaxial tension /
- corrosion pit /
- marine environment /
- secondary plastic flow model

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参考文献(14)

[1]	周玲玲.模拟海洋大气腐蚀试验方法的研究[J].海洋科学,1985, 9(5):24.
[2]	侯宝荣.海洋环境下钢结构物浪花飞溅区的锈蚀灾害[J].中国科学人, 2006(11):21-22.
[3]	施刚, 石永久, 王元清. 超高强度钢材钢结构的工程应用[J].建筑钢结构进展,2008,10(4):32-38.
[4]	侯保荣.洋钢结构浪花飞溅区腐蚀防护技术[J].中国材料进展,2014(3):6-30.
[5]	曹琛,郑山锁,胡卫兵,等.大气环境腐蚀下钢结构力学性能研究综述[J].材料导报,2020,34(11):11162-11170.
[6]	WEN X L, BAI P P, LUO B W, et al. Review of Recent Progress in the Study of Corrosion Products of Steels in a Hydrogen Sulphide Environment[J]. Corrosion Science, 2018, 139:124-140.
[7]	陈露,李宁,徐善华,等.锈蚀钢材力学性能退化规律试验研究[J].工业建筑,2011,41(增刊):652-654.
[8]	吴庆,袁迎曙.锈蚀钢筋力学性能退化规律试验研究[J].土木工程学报,2008,41(12):42-47.
[9]	韩依璇,辛付开,张国荣,等.悬索桥锈蚀主缆钢丝力学性能退化研究[J].重庆交通大学学报,2018,37(12):11-17.
[10]	中华人民共和国国家质量监督检验检疫总局.金属材料拉伸试验第1部分:室温试验方法:GB/T 228.1-2010[S]. 北京:中国标准出版社,2010.
[11]	邱斌,徐善华.锈蚀钢板力学性能的退化规律[J].机械工程材料,2014,38(10):60-68.
[12]	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.
[13]	施刚,朱希.高强钢结构钢材单调荷载作用下的本构模型研究[J].工程力学,2017,34(2):50-59.
[14]	张大伟.Q690高强钢母材在周期性浸润和湿热环境下力学性能退化规律研究[D].西安:西安理工大学, 2019.