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钢筋锈蚀后钢筋混凝土梁抗剪性能试验研究与分析

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为了研究箍筋与纵筋锈蚀对钢筋混凝土(RC)梁抗剪性能的影响,设计了 10根RC梁进行试验研究,分析了箍筋与纵筋的锈损机理及其影响.试验过程中,采用了机械切割的方式对箍筋进行锈蚀模拟,采用了包裹Teflon薄膜绝缘层的方式对纵筋进行无黏结模拟,采用了填充丙烯酸板的方式对纵筋锈胀裂缝进行模拟.以现有的试验数据,对箍筋锈蚀影响因子与箍筋截面损失率的相关性进行了拟合分析.结果表明:Teflon薄膜包裹钢筋与丙烯酸板填充模拟轴向裂缝模拟纵筋锈蚀效果较好;箍筋和纵筋锈蚀对构件斜截面抗剪性能影响显著,随着锈蚀率增加,抗剪性能退化程度增大.
Experimental study and analysis of shear strength of RC beams due to reinforcement corrosion
To study the effect of corrosion on the shear bearing capacity of RC beams,10 RC beams were designed for simulation test,the mechanism and the influence of corrosion on the structure were analyzed.The stirrup corrosion was simulated by mechanical cutting,the unbonded longitudinal reinforcement was simulated by wrapping a thin insulated Teflon film,and the corrosive crack across the longitudinal reinforcement was simulated by filling acrylic plate in the tests.The correlation between the influence factor of corrosion and the stirrup cross section loss rate was fitted according to the experimental results.The results show that,wrapping a thin insulated Teflon film and filling an acrylic plate can simulate very well the unbonded reinforcements and the corrosive cracks.The reinforcement corrosion has a significant effect on the shear performance of the RC beams.As the corrosion becomes severe,the shear capacity of the RC beam decreases dramatically.The preditions of the existing formulae are very conservative and discrete,while the proposed formula in this study gets a more accurate and less discrete prediction.

RC beamsreinforcement corrosioncorrosion experimentshear capacity

佟建楠、张瑞铮、牛旭婧、鲁蕴华

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唐山学院 土木工程学院,河北 唐山 063000

唐山市乾正建设工程材料检测有限公司,河北 唐山 063000

中国矿业大学(北京) 力学与建筑工程学院,北京 100000

RC梁 钢筋锈蚀 腐蚀试验 抗剪承载力

国家自然科学基金青年项目

51878365

2024

混凝土
中国建筑东北设计研究院有限公司

混凝土

CSTPCD北大核心
影响因子:0.844
ISSN:1002-3550
年,卷(期):2024.(1)
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