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疲劳荷载作用下高强混凝土受弯构件的变形性能

Deformation Behavior of High-strength Concrete Flexural Member under Fatigue Loading

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【作者】 钟铭任红伟袁长卿

【Author】 ZHONG Ming~1,REN Hong-wei~2,YUAN Chang-qing~3(1.School of Civil Engineering & Architecture,BeiJing Jiaotong University,Beijing 100044,China;2.Communication Research Institute of Highway Ministry,Beijing 100088,China;3.Hebei Railway Engineering Design Corporation of Beijing Railway Bureau,Hebei Shijiazhuang 050000,China)

【机构】 北京交通大学土木建筑工程学院交通部公路科学研究所北京铁路局河北铁建设计公司 北京100044北京100088河北石家庄050000

【摘要】 通过对9根配有新Ⅲ级钢的高强混凝土梁的等幅疲劳荷载试验,分析研究了受弯构件的疲劳特性,探讨了其在疲劳荷载作用下裂缝宽度和挠度变化的一般规律和特点。经分析推导,得到了高强混凝土梁在疲劳荷载作用N次后的裂缝宽度计算公式及疲劳刚度计算方法,其计算结果与试验结果符合较好。

【Abstract】 9 beams reinforced by high-strength bars are tested under fatigue loading with constant amplitudes.The fatigue behavior of flexural member has been studied,in which,the deformation characteristics and crack width of the beams are investigated.Through analyses and derivations,the calculation formulas for crack width as well as the calculation methods of rigidity and deflection are presented.The results calculated by the proposed formulas are in good agreement with those of the tests.

【基金】 铁道部科技发展计划项目(2000G020)
  • 【文献出处】 公路交通科技 ,Journal of Highway and Transportation Research and Development , 编辑部邮箱 ,2005年11期
  • 【分类号】TU375.1
  • 【被引频次】18
  • 【下载频次】344
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