重庆交通大学学报（自然科学版） ›› 1991, Vol. 10 ›› Issue (4): 34-43.
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钟圣斌, 程翔云
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Zhong Shengbin, Cheng Xiangyun
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摘要： 本文通过50根T形截面梁的试验和收集到的部分国外试验资料,对现行《桥规》中关于受弯构件斜截面抗剪强度的计算公式进行了分析比较,从而得出了关于钢筋混凝土T形截面简支梁斜截面抗剪强度计算模式不定性的统计参数和概率分布。
关键词: T形截面梁, 抗剪强度, 计算模式, 统计参数, 概率分布
Abstract: Using the experimental data of our 50 T-Beams and the material obtained from other countries, this paper analysed the formulas about shear strength in inclined section of reinforced concrete beams for the Current Highway Bridge Code for Design in China.Then we obtained the statistical parameter and probabi listic distribution of the calculation model indeterminateness in shear strength of inclined section for simply supported reinforced concrete T-beams.
Key words: reinforced concerte T-beams, shear strength, calculation model, statistical parameter, probabilistic distribution
钟圣斌, 程翔云. 关于钢筋混凝土T形截面梁的抗剪强度[J]. 重庆交通大学学报（自然科学版）, 1991, 10(4): 34-43.
Zhong Shengbin, Cheng Xiangyun. On the Shear Strength of Reinforced Concrete T-Beams[J]. Journal of Chongqing Jiaotong University(Natural Science), 1991, 10(4): 34-43.
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