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高强钢筋混凝土梁的静载裂缝宽度试验研究

Experimental Research into the Cracking Width of High-strength Reinforced Concrete Beams under Dead Loads

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【作者】 刘仲波王海龙钟铭孟建伟

【Author】 Liu Zhongbo, Wang Hailong, Zhong Ming, Meng Jianwei(The Traffic Research Institute of National Defense of the Shijiazhuang Railway Institute,Shijiazhuang,Hebei 050043; School of Civil Engineering of the Shijiazhuang Railway Institute,Shijiazhuang,Hebei 050043)

【机构】 石家庄铁道学院国防交通研究所石家庄铁道学院土木工程分院石家庄铁道学院国防交通研究所 河北 石家庄 050043

【摘要】 对静载作用下的高强钢筋混凝土梁与普通钢筋混凝土梁进行了对比试验研究,验证了高强钢筋混凝土梁能够更好满足正常使用极限状态要求,并将高强钢筋混凝土最大裂缝宽度计算公式进行改进,对平均裂缝间距计算提出了新的建议。经检验计算表明,改进后的计算结果与试验吻合良好。

【Abstract】 Both high-strength reinforced concrete beams and ordinary reinforced concrete beams under dead loads are tested and studied in this paper. It is validated that high-strength reinforced concrete beams can better meet the requirements of extreme limitation in common use. The paper also develops the formulae for the calculation of the cracking width,and suggests how to calculate the average distance of cracking. All the results obtained in the light of the mended formulae are found to be in good agreement with those of the tests.

  • 【文献出处】 国防交通工程与技术 ,Traffic Engineering and Technology for National Defence , 编辑部邮箱 ,2003年03期
  • 【分类号】TU375.1
  • 【被引频次】12
  • 【下载频次】220
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