[1]王 朋,丁耀宗,史庆轩,等.基于统一强度理论的FRP-混凝土-钢管组合圆柱轴压承载力计算[J].西安建筑科技大学学报(自然科学版),2020,52(02):233-240.[doi:10.15986/j.1006-7930.2020.02.012]
　WANG Peng,DING Yaozong,SHI Qingxuan,et al.Calculation of axial bearing capacity of FRP-concrete-steel tube circular composite column based on the twin shear unified strength theory[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2020,52(02):233-240.[doi:10.15986/j.1006-7930.2020.02.012]
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基于统一强度理论的FRP-混凝土-钢管组合圆柱轴压承载力计算()
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西安建筑科技大学学报（自然科学版）[ISSN:1006-7930/CN:61-1295/TU]

卷:
52
期数:
2020年02期
页码:
233-240
栏目:
出版日期:
2020-04-25

文章信息/Info

Title:
Calculation of axial bearing capacity of FRP-concrete-steel tube circular composite column based on the twin shear unified strength theory
文章编号:
1006-7930(2020)02-0233-08
作者:
王 朋; 丁耀宗; 史庆轩; 李龙堂
(1.西安建筑科技大学 西部绿色建筑国家重点实验室,陕西 西安 710055; 2. 西安建筑科技大学 土木工程学院, 陕西 西安 710055; 3.西安建筑科技大学 结构工程与抗震教育部重点实验室, 陕西 西安 710055)
Author(s):
WANG Peng;  DING Yaozong;  SHI Qingxuan;  LI Longtang
(1.State Key Laboratory of Green Building in Western China, Xi’an Univ. of Arch. & Tech., Xi’an 710055, China; 2.School of Civil Engineering, Xi’an Univ. of Arch. & Tech., Xi’an 710055, China; 3. Key Lab of Structural Engineering and Earthquake Resistance of Ministry of Education, Xi’an Univ. of Arch. & Tech., Xi’an 710055,China)
关键词:
双剪统一强度理论;  组合柱;  轴压承载力;  影响因素分析
Keywords:
the twin shear unified strength theory;  composite column;  axial bearing capacity;  analysis of influence factor
分类号:
TU398.7
DOI:
10.15986/j.1006-7930.2020.02.012
文献标志码:
A
摘要:
本文基于双剪统一强度理论,在忽略钢管对外混凝土侧向约束力的情况下,提出计算简便且同时适用于FRP-混凝土 - 钢管空心组合圆柱与实心组合圆柱的轴压承载力计算公式,将公式计算结果与试验结果对比,吻合较好.基于公式进一步分析了混凝土强度、FRP管厚度、钢管厚度和直径比等因素对该类组合柱轴压承载力的影响,为今后FRP-混凝土-钢管组合柱的设计与应用提供理论支持
Abstract:
Based on the twin shear unified strength theory and ignoring the lateral restraint effect of steel tube to external concrete, a simple calculation formula for the bearing capacity of the hollow and solid FRP-concrete-steel tube circular composite column is proposed in this paper, and the calculated results were in good agreement with the experimental results. Based on the formula, the influences of concrete strength, FRP tube thickness, steel tube thickness and diameter ratio on the axial bearing capacity of the composite column were analyzed, which provides theoretical support for the future design and applications of FRP-concrete-steel tube composite column

参考文献/References:

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相似文献/References:

[1]王 娟,赵均海,李 楠,等.FRP-混凝土-钢双壁空心管轴压短柱力学性能分析[J].西安建筑科技大学学报(自然科学版),2013,45(05):633.[doi:10.15986/j.1006-7930.2013.05.005]
　WANG Juan,ZHAO Jun-hai,LI Nan,et al.Analysis of mechanics properties on FRP-concrete-steel double-skin tubular short columns[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2013,45(02):633.[doi:10.15986/j.1006-7930.2013.05.005]

备注/Memo

备注/Memo:
收稿日期:2019-08-13 修改稿日期:2020-03-25
基金项目:国家自然科学基金项目(51608434); 国家重点研发计划项目(2017YFC0703406); 西部绿色建筑国家重点实验室自主研究课题(LSZZ202018)
第一作者:王 朋(1987-),男,工学博士,主要从事钢 - 混凝土组合结构与混合结构、工程结构抗震研究.E-mail: wangpeng@xauat.edu.cn
通信作者:丁耀宗(1996-),男,硕士生,主要从事钢 - 混凝土组合结构与混合
更新日期/Last Update: 2020-04-25