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钢—混凝土组合连续梁裂缝的试验研究
引用本文:周庆东. 钢—混凝土组合连续梁裂缝的试验研究[J]. 山西建筑, 2010, 36(17): 73-74
作者姓名:周庆东
作者单位:天津铁道职业技术学院,天津,300240
摘    要:对3根钢—混凝土组合2×2.9 m两跨连续梁模型进行了试验研究,建立了钢—混凝土组合连续梁开裂荷载的简化计算方法,通过将计算结果与实测结果对比得吻合良好的结论,为相关工程设计提供了科学依据。

关 键 词:钢—混凝土组合连续梁  裂缝  开裂荷载

Experimental research on cracks in steel-concrete composite continuous beam
ZHOU Qing-dong. Experimental research on cracks in steel-concrete composite continuous beam[J]. Shanxi Architecture, 2010, 36(17): 73-74
Authors:ZHOU Qing-dong
Affiliation:ZHOU Qing-dong
Abstract:Experimental research was done to three models of steel-concrete composite continuous beam,2×2.9 m,the simple calculation method for cracking load of steel-concrete composite continuous beam was built up,the comparison between the result of calculation and the result of measure showed they agreed with each other,which provided the scientific basis for related engineering designs.
Keywords:steel-concrete composite continuous beam  cracks  cracking load
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