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玻璃钢管混凝土柱轴心压缩本构关系研究

Research on the Stress-strain Relation of the Gfrp-confined Concrete Column Under the Axial Compressin

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【作者】 黄龙男张东兴王荣国赵景海孔庆宝乔光辉

【Author】 Huang Longnan Zhang Dongxing Wang Rongguo Zhao Jinghai Kong Qingbao Qiao Guanghui School of Materials Science and Engineering, Harbin Institute of Technology, Harbin 150001, China.

【机构】 哈尔滨工业大学哈尔滨玻璃钢研究所连云港连众玻璃钢集团有限公司

【摘要】 研究分析了玻璃钢管混凝土柱的轴心压缩特性后得出 ,玻璃钢管混凝土具有与钢管混凝土完全不同的力学特性。依据试验结果建立了玻璃钢管混凝土柱轴心压缩本构模型和轴向应力 -应变全过程的定量关系 ,并分析了玻璃钢管的泊松比、自身承载力对组合结构强度的影响

【Abstract】 The paper analysed the behaviors of the GFRP-confined Concrete Column the axial compression by experiments and showed that there’s different mechanical properties between GFRP-concrete and Steel-concrete. According to the test results the study set up a model for the Stress-strain relationship of the FRP-confined Concrete Column under the axial compression and developed the guantitative analysis of the cohole Stress-strain curve under the axial compression . Furthermore the influence of the Poisson’s ratio and load -sustain stress of the GFRP tubes on the strength of the combined Structure was proposed.

  • 【文献出处】 武汉理工大学学报 ,Journal of Wuhan University of Technology , 编辑部邮箱 ,2002年07期
  • 【分类号】TU375.3
  • 【被引频次】46
  • 【下载频次】365
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