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SRLC梁斜截面承载力的试验
引用本文:张俊杰,刘书贤,景海河.SRLC梁斜截面承载力的试验[J].黑龙江科技学院学报,2004,14(1):55-58.
作者姓名:张俊杰  刘书贤  景海河
作者单位:1. 黑龙江科技学院,土木工程系,黑龙江,哈尔滨,150027
2. 辽宁工程技术大学,建筑工程学院,辽宁,阜新,123000
摘    要:宏观上劲性钢筋轻骨料混凝土结构集中了劲性钢筋混凝土结构和轻骨料混凝土结构两者的优点,但对于它的定量性研究中外资料中并未见论及。通过具体地对劲性钢筋轻骨料混凝土梁(SRLC)进行斜截面承载力破坏性试验研究,并对其进行理论分析,得出了SRLC梁荷载-挠度(P—F)变形曲线,总结出了SRLC梁斜截面斜压破坏、剪压破坏和剪切黏结破坏的三种形态。得出了具有应用价值的结论.

关 键 词:SRLC  斜截面  承载力  破坏形态  变形曲线
文章编号:1671-0118(2004)01-0055-04

Bearing capacity of the SRLC beam on the slanting section
ZHANG Junjie,LIU Shuxian,JING Haihe.Bearing capacity of the SRLC beam on the slanting section[J].Journal of Heilongjiang Institute of Science and Technology,2004,14(1):55-58.
Authors:ZHANG Junjie  LIU Shuxian  JING Haihe
Abstract:Generally speaking, the aggregate beton reinforced concrete steel beam combines the advantages of the reinforced concrete and light aggregate reinforced concrete steel beam. But no references are available for quantitative study. The destructive experimental study of oblique section bear of strength reinforcing bar light aggregate concrete and theoretical analysis lead to the curve of load versus deformation (P-F). Moreover, three types of different destruction with the SRLC beam on the slanting section, such as: compression, shear - compression and shear - coherent are also described by this paper.
Keywords:SRLC  slanting section  bear the weight force  damage -form  deformation curve
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