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[1]王 钧,王志彬,李 论.配有钢纤维RPC免拆柱模的钢筋混凝土短柱轴压力学性能[J].建筑科学与工程学报,2016,33(02):98-106.
　WANG Jun,WANG Zhi-bin,LI Lun.Mechanical Behavior of Reinforced Concrete Short Columns with Steel Fiber RPC Column-permanent Template Subjected to Axial Compression[J].Journal of Architecture and Civil Engineering,2016,33(02):98-106.
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配有钢纤维RPC免拆柱模的钢筋混凝土短柱轴压力学性能(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
33卷
期数:
2016年02期
页码:
98-106
栏目:
出版日期:
2016-03-30

文章信息/Info

Title:
Mechanical Behavior of Reinforced Concrete Short Columns with Steel Fiber RPC Column-permanent Template Subjected to Axial Compression
作者:
王 钧，王志彬，李 论
东北林业大学土木工程学院
Author(s):
WANG Jun, WANG Zhi-bin, LI Lun
School of Civil Engineering, Northeast Forestry University
关键词:
钢纤维RPC; 免拆柱模; 短柱; 静力试验; 有限元分析; 轴压承载力
Keywords:
steel fiber RPC;  column-permanent template;  short column;  static test;  finite element analysis;  axial bearing capacity
分类号:
-
DOI:
-
文献标志码:
A
摘要:
为研究配有钢纤维活性粉末混凝土（RPC）免拆柱模的钢筋混凝土短柱的轴压力学性能与钢纤维RPC免拆柱模对核心钢筋混凝土短柱轴压承载力的提高效果，对2根配有不同壁厚钢纤维RPC免拆柱模的钢筋混凝土方形短柱和用于对比的1根普通钢筋混凝土方形短柱进行了轴压试验研究；采用有限元模型对试验结果进行了验证，根据试验结果及有限元分析结果，探讨了配有钢纤维RPC免拆柱模的钢筋混凝土短柱轴压承载力计算方法。结果表明：钢纤维RPC免拆柱模显著提高了钢筋混凝土短柱的极限承载力，且延缓了纵筋的屈服；随免拆柱模壁厚的增加，钢筋混凝土短柱轴向变形随之减小，极限承载力随之提高，延性也相对提高；免拆柱模不但限制了钢筋混凝土短柱在轴向压力作用下的侧向变形，而且间接减小了轴向变形；有限元计算结果与试验结果吻合良好，该计算方法可为工程实践提供参考。
Abstract:
In order to investigate the mechanical behavior of reinforced concrete short columns with steel fiber reactive powder concrete (RPC) columnpermanent template and the improvement effect of steel fiber RPC column-permanent template on bearing capacity of core reinforced concrete short column, axial compression tests on two square reinforced concrete short columns with steel fiber RPC column-permanent template of different wall thickness and a general square reinforced concrete short column used for comparison were carried out. The test results were verified using finite element model. According to the test and finite element analysis results, the axial bearing capacity calculation method of reinforced concrete short columns with steel fiber RPC column-permanent template was discussed. The results show that ultimate bearing capacity of reinforced concrete short columns is significantly improved by steel fiber RPC column-permanent template, and the yield of longitudinal reinforcement is delayed. With the increase of columnpermanent template thickness, axial deformation of reinforced concrete short column decreases, and the ultimate bearing capacity and ductility relatively increase. The lateral deformation of reinforced concrete short columns under axial compression is limited and axial deformation is decreased indirectly by column-permanent template. The finite element analysis results agree well with the test results. The calculation method can provide references for practical engineering.

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更新日期/Last Update: 2016-03-30