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首页 > 过刊浏览>2024年第52卷第1期 >59-67. DOI:10.11908/j.issn.0253-374x.22243
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不同界面下梁端直剪型锚栓钢板剪切承载力试验研究
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作者:
作者单位:

1.重庆大学 土木工程学院，重庆 400045;2.重庆大学 山地城镇建设与新技术教育部重点实验室，重庆 400045;3.四川省建筑科学研究院有限公司，四川 成都 610000;4.广东省建筑设计研究院有限公司，广东 广州 510010

作者简介:

全学友，教授，博士生导师，工学博士，主要研究方向为既有建筑检测、鉴定与加固。 E-mail：quanxueyou@163.com

通讯作者:

刘佳迪，助理工程师，工学硕士，主要研究方向为既有建筑检测、鉴定与加固。 E-mail：liujiadi06@163.com

中图分类号:

TU375.1


Experimental Study on Shear Capacities of Reinforced Concrete Beams Strengthened by Direct-shear-bolted Side-plates near Beam Ends Under Different Interfacial Conditions
Author:
Affiliation:

1.College of Civil Engineering， Chongqing University， Chongqing 400045， China;2.Key Laboratory of New Technology for Construction of Cities in Mountain Area， Chongqing University， Chongqing 400045， China;3.Sichuan Institute of Building Research Co.， Ltd.， Chengdu 610000， China;4.Guangdong Architectural Design & Research Institute Co.， Ltd.， Guangzhou 510010， China

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    摘要:

    开展梁端直剪型锚栓钢板剪切承载力加固试验研究。试验序列包含1个对比试验段、5个剪切承载力加固试验段。试验参数包括界面条件和钢板高度。结果表明：受力过程中钢板与混凝土之间的黏结界面终会剥离，不同黏结界面不影响剪切承载力；增加钢板高度和配套的直剪型锚栓数量能有效提高混凝土梁的剪切承载力。直剪型锚栓钢板剪切承载力加固存在2种机制，约束机制通过限制斜裂缝宽度提高剪切承载力，而组合受力机制通过钢板将一部分剪力直接传入支座。加固钢板高度较小时以约束机制为主，加固钢板高度较大时，2种加固机制联合发挥作用。

    Abstract:

    This paper presents a test program of shear capacities of reinforced concrete beam strengthened by direct-shear-bolted side-plates near beam ends. The test program consists of one control shear span and five shear spans strengthened in shear. Test parameters involve interfacial conditions and depth of side-plates. Test results show that all kinds of adhesion interfaces are eventually de-bonded in loading process， without affecting shear capacities whether the adhesion is weak or strong. Shear capacities are effectively improved by increasing the plate depth and the number of corresponding direct-shear bolts. There are two mechanisms in the shear strengthening of direct-shear-bolted side-plates system， i.e.， the constraint mechanism and the composite action mechanism. The constraint mechanism takes effect by constraining the development of diagonal crack width， and in the composite action mechanism the bolted side-plates directly transfer part of the shear force to the support. Steel plates with lower depth are mainly in the constraint mechanism， while steel plates with higher depth work both in the constraint mechanism and composite action mechanism.

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全学友,罗晨,刘佳迪,黄辉辉.不同界面下梁端直剪型锚栓钢板剪切承载力试验研究[J].同济大学学报(自然科学版),2024,52(1):59~67

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  • 收稿日期:2022-05-25
  • 在线发布日期: 2024-01-27
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