|国家科技期刊平台
首页|期刊导航|华侨大学学报(自然科学版)|不均匀锈蚀钢筋截面分布特征与拉伸数值模拟

不均匀锈蚀钢筋截面分布特征与拉伸数值模拟OACSTPCD

Cross-Section Distribution Feature and Tensile Numerical Simulation of Non-Uniform Corroded Steel Bars

中文摘要英文摘要

为研究锈蚀钢筋剩余截面积的分布规律,以及非均匀锈蚀对钢筋力学性能的影响,采用通电加速锈蚀试验获取锈蚀钢筋.通过3D扫描获取锈蚀钢筋的剩余截面积数据和3D实体模型,对剩余截面积进行统计分析,并基于3D扫描模型进行数值模拟.结果表明:剩余截面积沿纵向分布的不均匀性随锈蚀程度增加而显著增强;对平均截面锈蚀率在20.00%以下的钢筋,可采用正态分布模型对其剩余截面积概率分布进行拟合,对平均截面锈蚀率在20.00%以上的钢筋,其剩余截面积概率分布可选用Weibull分布模型;钢筋名义屈服强度、名义极限强度和名义极限应变均随平均截面锈蚀率的增大而降低;在钢筋截面锈损严重处出现应力集中现象,导致锈蚀钢筋力学性能退化.

To study the distribution of residual cross-sectional area of corroded steel bars and the effect of non-uniform corrosion on the mechanical properties of steel bars,the corroded steel bars are obtained by elec-tric accelerated corrosion test.The residual cross-sectional area data and 3D solid model of the corroded steel bars are obtained by 3D scanning,the residual cross-sectional area is analyzed statistically,and numerical sim-ulation is carried out base on 3D scanning model.The results show that the non-uniformity of residual cross-sectional area along the longitudinal direction increases significantly with the increase of corrosion degree.For steel bars with average cross-sectional corrosion rate<20.00%,the normal distribution model can be used to fit the probability distribution of the residual cross-sectional area,and for steel bars with average cross-section-al corrosion rate>20.00%,Weibull distribution model can be used to fit the probability distribution of the re-sidual cross-sectional area.Nominal yield strength,nominal ultimate strength and nominal ultimate strain of steel bars decrease with the increase of average cross-sectional corrosion rate.The stress concentration occurs at areas with severe rust damage,which leads to the degradation of mechanical properties of the corroded steel bars.

何宝睿;刘小娟;苏龙辉;洪秀君;陈业伟

华侨大学土木工程学院,福建厦门 361021华侨大学土木工程学院,福建厦门 361021||华侨大学福建省结构工程与防灾重点实验室,福建厦门 361021中建协和建设有限公司,福建泉州 362700福建磊鑫(集团)有限公司,福建厦门 361000中建四局建设发展有限公司,福建厦门 361006

土木建筑

非均匀锈蚀3D扫描截面分布特征数值模拟力学性能

non-uniform corrosion3D scanningcross-sectional distribution featurenumerical simulationmechanical property

《华侨大学学报(自然科学版)》 2024 (002)

不同部位锈蚀钢筋混凝土柱地震损伤机理及性能指标研究

186-192 / 7

国家自然科学基金资助项目(51808236,51978526);福建省自然科学基金资助项目(2021J01282);福建省住房和城乡建设行业科技研究开发项目(2022-K-157,2022-K-261);华侨大学科研启动费项目(17BS204)

10.11830/ISSN.1000-5013.202312045

评论