钢筋混凝土梁斜截面受剪承载力的对比分析

王峥; 史庆轩

doi:10.13204/j.gyjz201307024

钢筋混凝土梁斜截面受剪承载力的对比分析

doi: 10.13204/j.gyjz201307024

王峥,
史庆轩

1.
1. 西安铁路职业技术学院土木工程系,西安710600;
2.
2. 西安建筑科技大学土木工程学院,西安710055

基金项目:

国家自然科学基金项目(51178380,50978215);教育部高等学校博士学科点专项科研基金项目(20116120110004)

详细信息

作者简介:
第一作者：王峥, 女, 1987年出生, 硕士。电子信箱：3w-119@163.com

中图分类号: TU375.1
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- 文章访问数: 206
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- 被引次数: 0
出版历程
- 收稿日期: 2012-05-28
- 刊出日期: 2013-07-20

COMPARATIVE ANANLYSIS OF SHEAR CAPACITY FOR REINFORCED CONCRETE BEAMS

1.
1. Department of Civil Engineering,Xi’an Railway Vocational and Technical Institute,Xi’an 710600,China;
2.
2. School of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China

摘要

摘要: 通过对比分析中国规范(GB 500102010)、美国规范(ACI31808)和欧洲规范(EN 1992-1-1∶2004)无预应力有腹筋钢筋混凝土梁斜截面受剪承载力计算方法，研究混凝土强度、剪跨比和配箍率对抗剪强度的影响，根据国内外219个集中荷载作用下有腹筋简支梁受剪承载力的试验结果，对各国规范受剪承载力的计算值与试验值进行了对比分析；比较了各国最小、最大配箍率。结果表明：欧洲规范受剪承载力最大，中国居中，美国最小；欧洲规范最小配箍率大于中国和美国，美国最低。通过比较，得出中国规范尚有不足之处，需进一步完善。
- 钢筋混凝土梁 /
- 受剪承载力 /
- 对比分析 /
- 最大配箍率 /
- 最小配箍率
Abstract: A comparison of shear capacity calculation method of non-prestressed reinforced concrete beams with stirrups was carried out among GB 50010-2010, ACI318M-08 and EN1992-1-1:2004.The effects of the concrete strength, shear-span ratio, longitudinal reinforcement ratio on the shear strength were also studied.According to domestic and internationa 219 experimental results under pointload of the shear capacity of simply supported reinforced concrete beams, the calculation and experimental values of the standard shear capacity are compared and analysed among different countries.The minimum or maximum stirrup ratios were comparatively analyzed.The results show that shear capacity for reinforced concrete beams with stirrups designed according to European code is greater than Chinese code, but ACI code is the smallest.For the minimum ratios of stirrups, European code is greater than Chinese code and ACI code, ACI code is the smallest.According to the comparison, it is indicated that there are some unreasonable problems for shear capacity calculation in Chinese code, and the modification should be further adopted.
- reinforced concrete beam /
- shear capacity /
- comparative analysis /
- maximum ratio of reinforcement /
- minimum ratio of reinforcement

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参考文献(9)

[2] ACI 318M －08 Building Code Requirements for Structural?Concrete and Commentary[S].

GB 500102010混凝土结构设计规范[S].

[3] EN 1992－1－1.Euro-code 2: Design of concrete structures Part 1－1: General Rules and Rules for Buildings[S].

[4] 贡金鑫,魏巍巍,胡家顺.中美欧混凝土结构设计[M].北京:中国建筑工业出版社,2007:380－390.

[5] Kang Su Kim.Shear Behavior Of Reinforced Concrete Beams and?Prestressed Concrete Beams[D].Doctoral dissertation of University?of Illinois at Urbana Champaign,2004.

[6] 中国建筑科学研究院.钢筋混凝土构件试验数据集--85年设计规范背景资料续编[M].北京:中国建筑工业出版社,1985:42－45.

[7] 李进.高强箍筋混凝土梁受剪性能研究及有限元分析[D].西安:西安建筑科技大学,2008.

[8] 田磊,贡金鑫,魏巍巍.国内外钢筋混凝土构件受剪承载力可靠度的对比分析[J].工业建筑,2010,40(8):132－138.

[9] 福原正志,黑正清治.鉄筋コンクリ一ト部材にぉけゐ高强度せん断補強筋補強効果に関すゐ実験研究[J].日本建築学会論文報告集,1982.

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