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钢筋砼二次受力叠合梁正截面强度试验研究
引用本文:邓志恒,陆春阳.钢筋砼二次受力叠合梁正截面强度试验研究[J].广西大学学报(自然科学版),1993,18(3):58-62.
作者姓名:邓志恒  陆春阳
作者单位:广西大学土木工程系 530004
摘    要:通过对25根二次受力简支叠合梁和6根连续叠合梁及两根连续整体对比梁的试验数据分析,提出叠合梁正截面强度计算公式,该公式反映了叠合粱二次受力特点,计算结果和试验值比较符合良好。

关 键 词:混凝土  强度  叠合梁  钢筋混凝土  

Experimental Investigation on Flexural Design of Reinforced Concrete Composite Beam
Deng Zhiheng Lu Chunyang.Experimental Investigation on Flexural Design of Reinforced Concrete Composite Beam[J].Journal of Guangxi University(Natural Science Edition),1993,18(3):58-62.
Authors:Deng Zhiheng Lu Chunyang
Institution:Deng Zhiheng Lu Chunyang
Abstract:After testing 25 simply supported composite beams, 6 continuous composite beams and 2 continuous monolithic beams, and analyzing the test data, A formula for calculating ultimate-monent capacity of composite beams is presented. The formula reflets the characteristics of two-staged loaded composite beams. The computed results show good agreements with the test results.
Keywords:strength / composite beams  monolithic beam  
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