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集中荷载作用下超高强混凝土无腹筋梁抗剪强度的试验研究
引用本文:支运芳,王敢峰,李立仁,陈永庆,甘民.集中荷载作用下超高强混凝土无腹筋梁抗剪强度的试验研究[J].重庆工学院学报,2005,19(3):69-75.
作者姓名:支运芳  王敢峰  李立仁  陈永庆  甘民
作者单位:重庆大学土木工程学院 重庆400045 (支运芳,王敢峰,李立仁,陈永庆),重庆大学土木工程学院 重庆400045(甘民)
摘    要:通过对18根超高强混凝土无腹筋梁(包括9根简支梁和9根约束)在集中荷载下抗剪强度的试验,观察了试件从裂缝出现到完全破坏失去承载能力全过程的试验现象,获得了试件的各阶段荷载值和各项应变值以及挠度值等试验数据,得出约束情况、剪跨比和混凝土强度3个因素对构件抗剪强度影响.同时将试验实测值与围内外多个抗剪强度公式的混凝土项计算进行验算比较,对其用于计算超高强混凝土构件时的适用性、安全性进行了评价,最后依据对试验数据的同归分析分别得出了集中荷载作用下超高强混凝土无腹筋简支梁和约束梁的抗剪强度回归公式.

关 键 词:超高强混凝土  抗剪强度  无腹筋梁  荷载作用  试验研究  高强混凝土构件  试验数据  混凝土强度  集中荷载  承载能力  强度公式  强度影响  回归公式  简支梁  全过程  挠度值  应变值  实测值  剪跨比  适用性  安全性  约束梁  试件  计算
文章编号:1671-0924(2005)03-0069-07
修稿时间:2004年5月9日

Testing Study on the Shearing Strength of Beams of Super-strong Steel-concrete under Concentrated Loads
ZHI Yun-fang,WANG Gan-feng,LI Li-ren,CHEN Yong-qing,GAN Min.Testing Study on the Shearing Strength of Beams of Super-strong Steel-concrete under Concentrated Loads[J].Journal of Chongqing Institute of Technology,2005,19(3):69-75.
Authors:ZHI Yun-fang  WANG Gan-feng  LI Li-ren  CHEN Yong-qing  GAN Min
Abstract:With the tests for the shearing strength of 18 super-strong steel-concrete sample beams (9 free beams and 9 restrained beams) under concentrated loads, the whole process from the appearance of cracks to breakage of the sample beams is observed, the data on loads, variables, and deflection are obtained, and the effects of the three factors of restraining conditions, shear span ratio and intensity of concrete on the shearing strength of beams are confirmed. This paper carries out comparison and checking calculation between the resulted testing data and that of many foreign shearing strength tests with their testing formulas, evaluates the applicability and safety when they are used in super-strong steel concrete beams, and finally, based on the regression analysis on the testing data, produces the regression formula for the shearing strength of super-strong steel concrete beams under concentrated loads.
Keywords:super-strong steel concrete  shear span ratio  shear free beam  restrained beam  shearing strength
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