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无粘结部分预应力砼迭合梁正截面承载力的试验研究
引用本文:刘福胜,朱尔玉,王冰伟,李雪梅. 无粘结部分预应力砼迭合梁正截面承载力的试验研究[J]. 建筑结构, 1998, 0(7)
作者姓名:刘福胜  朱尔玉  王冰伟  李雪梅
作者单位:山东水利专科学校 271300(刘福胜),北方交通大学 北京100044(朱尔玉),中国水利水电科学研究院 北京100044(王冰伟),泰安水利局 泰安271300(李雪梅)
基金项目:大连理工大学海岸和近海工程国家重点实验室基金,山东省教委项目资助
摘    要:给出了20根矩形截面无粘结部分预应力砼迭合梁(其中2根为对比梁)极限承载力的试验成果.在此基础上,结合无粘结部分预应力砼梁及普通砼迭合梁的已有成果,提出了一套无粘结部分预应力砼迭合梁正截面承载力计算公式.经试验结果验证可知,这些公式计算精度较高,可满足工程设计要求.

关 键 词:无粘结部分预应力砼  迭合梁  承载力

Experimental Research on Ultimate Moment of Unbonded Partially Prestressed Concrete Composite Beams
Liu Fusheng Zhu Eryu Wang Bingwei et al.. Experimental Research on Ultimate Moment of Unbonded Partially Prestressed Concrete Composite Beams[J]. Building Structure, 1998, 0(7)
Authors:Liu Fusheng Zhu Eryu Wang Bingwei et al.
Affiliation:Liu Fusheng Zhu Eryu Wang Bingwei et al.
Abstract:This paper presents the experimental results of the ultimate moment of 20 unbonded partially prestressed concrete composite beams with rectangular cross-sections. According to the research results, an ultimate moment calulation method of unbonded partially prestressed concrete composite beams is proposed. Com-pared with the experimental results, the offered formula is in highly precision. Therefore, it can be used in engineering design directly.
Keywords:unbonded partially prestressed concrete  composite beams  ultimate moment
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