模拟碱骨料反应引起的箍筋端部锚固退化对钢筋混凝土梁受剪性能的影响

doi:10.16183/j.cnki.jsjtu.2020.094

上海交通大学学报 ›› 2021, Vol. 55 ›› Issue (6): 681-688.doi: 10.16183/j.cnki.jsjtu.2020.094

所属专题：《上海交通大学学报》2021年“土木建筑工程”专题；《上海交通大学学报》2021年12期专题汇总专辑

模拟碱骨料反应引起的箍筋端部锚固退化对钢筋混凝土梁受剪性能的影响

赵朋飞, 薛昕(), 杨成

厦门大学建筑与土木工程学院, 福建厦门 361005

收稿日期:2020-04-01 出版日期:2021-06-28 发布日期:2021-06-30
通讯作者: 薛昕 E-mail:xuexin@xmu.edu.cn
作者简介:赵朋飞(1996-),男,安徽省蚌埠市人,硕士生,主要从事环境因子引起的钢筋混凝土结构的材料劣化研究
基金资助:
福建省自然科学基金面上项目(2018J01086);厦门市交通基础设施智能管养工程技术研究中心开放基金资助项目(TCIMI201804);国家重点研发计划(2016YFC0701106)

Simulation of Influence of End Anchorage Degradation of Stirrups Caused by Alkali Aggregate Reaction on Shear Performance of Reinforced Concrete Beams

ZHAO Pengfei, XUE Xin(), YANG Cheng

School of Architecture and Civil Engineering, Xiamen University, Xiamen 361005, Fujian, China

Received:2020-04-01 Online:2021-06-28 Published:2021-06-30
Contact: XUE Xin E-mail:xuexin@xmu.edu.cn

摘要/Abstract

摘要：

采用人工方法模拟碱骨料反应(AAR)引起的箍筋下端锚固退化,通过三点加载实验和数值模拟对钢筋混凝土(RC)梁受剪性能展开研究.结果表明:和完好梁相比,剪跨区内箍筋下端锚固退化降低了RC梁的受剪承载力,且降低程度随局部黏结失效范围的增大而趋于明显.端部锚固退化导致的箍筋抗剪作用减小以及斜裂缝间骨料咬合承担剪力降低是承载力下降的主要原因.基于模拟箍筋应变的承载机制定量评价结果表明,箍筋下端锚固退化同时降低了混凝土承担剪力V_c以及箍筋承担剪力V_s,但V_s降幅较V_c更为显著.

关键词: 钢筋混凝土梁, 碱骨料反应, 箍筋端部锚固退化, 受剪性能, 有限元数值模拟

Abstract:

This paper conducted a three-point loading experiment and analytical investigations on the shear performance of reinforced concrete (RC) beams with anchor defect at the lower end of stirrups. In the experiment, artificial methods were used to simulate the anchor degradation of the lower end of the stirrup caused by the alkali-aggregate reaction (AAR). The results show that, compared with the sound beams, the anchorage degradation of stirrups reduces the shear capacity of RC beams, and the degree of reduction becomes more pronounced with the increase of the local bond degradation area. The decrease in shear capacity is thought to be attributed to the reduction of the shear contribution by the stirrups and the reduction of the shear resistance by interlock action of coarse aggregate between diagonal cracks. The quantitative evaluation of shear contribution based on the computed stirrup strains confirms that the anchorage defect at the lower end of the stirrup reduces both the shear contribution V_c by concrete and V_s by stirrups, and the reduction of V_s is more significant than V_c.

Key words: reinforced concrete beams, alkali aggregate reaction (AAR), end anchorage degradation of stirrups, shear performance, finite element method analysis

中图分类号:

TU375.1

赵朋飞, 薛昕, 杨成. 模拟碱骨料反应引起的箍筋端部锚固退化对钢筋混凝土梁受剪性能的影响[J]. 上海交通大学学报, 2021, 55(6): 681-688.

ZHAO Pengfei, XUE Xin, YANG Cheng. Simulation of Influence of End Anchorage Degradation of Stirrups Caused by Alkali Aggregate Reaction on Shear Performance of Reinforced Concrete Beams[J]. Journal of Shanghai Jiao Tong University, 2021, 55(6): 681-688.

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编号	受剪开裂载荷/kN	极限荷载/kN
BC2.0-0	109.3	373.8
BC2.0-1	120.0	358.7
BC2.0-2	102.2	295.1
BC2.0-3	80.3	284.5

编号	ε×10⁶
编号	箍筋①	箍筋②	箍筋③
BC2.0-0	714	1792	2776
BC2.0-1	359	1400	2035
BC2.0-2	12	72	295
BC2.0-3	-8	22	233

编号	V_c		V_s
编号	数值/kN	降比/%	数值/kN	降比/%
BC2.0-0	148.9	-	34.6	-
BC2.0-1	148.6	0.2	18.9	45.4
BC2.0-2	138.0	7.3	8.5	75.5
BC2.0-3	134.0	10.0	6.0	82.5

模拟碱骨料反应引起的箍筋端部锚固退化对钢筋混凝土梁受剪性能的影响

Simulation of Influence of End Anchorage Degradation of Stirrups Caused by Alkali Aggregate Reaction on Shear Performance of Reinforced Concrete Beams

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