[1]李鹏,刘钊.钢筋混凝土桥墩压弯承载力统一算法[J].东南大学学报(自然科学版),2003,33(5):660-663.[doi:10.3969/j.issn.1001-0505.2003.05.028]
 Li Peng,Liu Zhao.Unified method for calculating the axial and bending bearing capacity of RC piers[J].Journal of Southeast University (Natural Science Edition),2003,33(5):660-663.[doi:10.3969/j.issn.1001-0505.2003.05.028]
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钢筋混凝土桥墩压弯承载力统一算法()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
33
期数:
2003年第5期
页码:
660-663
栏目:
交通运输工程
出版日期:
2003-09-20

文章信息/Info

Title:
Unified method for calculating the axial and bending bearing capacity of RC piers
作者:
李鹏 刘钊
东南大学土木工程学院, 南京 210096
Author(s):
Li Peng Liu Zhao
College of Civil Engineering, Southeast University, Nanjing 210096, China
关键词:
桥梁 桥墩 偏心受压 极限承载能力 统一算法
Keywords:
bridge pier eccentric compression ultimate bearing capacity unified method
分类号:
U443
DOI:
10.3969/j.issn.1001-0505.2003.05.028
摘要:
针对钢筋混凝土桥墩压弯承载力的计算,提出了基于极限状态的截面应力-应变关系,并分别以等效矩形应力图和混凝土应力-应变公式处理受压区混凝土的抗力计算图式,将轴压-压弯-纯弯的计算方法统一起来,使计算更简捷,最后给出工程应用实例.
Abstract:
A unified calculation method is derived to evaluate the axial and bending bearing capacity of RC(reinforced concrete)piers. In derivation, the equivalent rectangular-stress graph and the stress-strain formula are respectively adopted, corresponding to the stress-strain relation for limited state. The method presented in this paper is applicable for calculating the bearing capacity of axial compression, compression-bending, and pure bending as well. An engineering example is given at the end of the paper.

参考文献/References:

[1] 交通部公路规划设计院.JTJ 023 — 85 公路钢筋混凝土及预应力混凝土桥涵设计规范[S].北京:人民交通出版社,1985.
[2] 中华人民共和国建设部.GB 50010 — 2002 混凝土结构设计规范[S].北京:中国建筑工业出版社,2002.
[3] 张惠华.RC偏心受压构件截面承载能力的计算[J].华侨大学学报(自然科学版),1998,19(4):387-390.
  Zhang Huihua.A method for calculating sectional bearing capacity of an eccentric compressed member made of reinforced concrete[J].Journal of Huaqiao University(Natural Science Edition),1998,19(4):387-390.(in Chinese)
[4] Waston S,Zahn F A,Park R.Confining reinforcement for concrete column [J]. J Structural Engineering,1994,120(4-6):1798-1824.

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备注/Memo

备注/Memo:
作者简介: 李鹏(1981—),男,硕士生; 刘钊(联系人),男,博士,副教授,mr.liu@jlonline.com.
更新日期/Last Update: 2003-09-20