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钢筋混凝土异型管涵的力学性能研究
引用本文:张俊,张谢东.钢筋混凝土异型管涵的力学性能研究[J].武汉水运工程学院学报,2013(6):1305-1309.
作者姓名:张俊  张谢东
作者单位:[1]武汉理工大学交通学院,武汉430063 [2]内蒙古交通设计研究院有限责任公司,呼和浩特010010
基金项目:内蒙古自治区科研项目资助(批准号:NJ-2008-01)
摘    要:通过对钢筋混凝土圆管涵进行结构优化,研发了一种新型的钢筋混凝土异型管涵结构,并对该异型管涵进行相应室内试验和有限元分析。室内静载试验采用千斤顶加压形式,分级加压直至钢筋混凝土破坏,得出钢筋混凝土异型管涵的极限承载能力、结构力学特性、裂缝发展趋势和结构破坏形式等。结合ANSYS有限元模型,深入了解异型管涵的受力性状和力学性能。通过对比圆管涵可知,钢筋混凝土异型管涵极限承载能力大大提高,结构受力也更为合理。

关 键 词:钢筋混凝土  异型管  力学性能

Study on mechanical performance of Heterotypic pipe culvert
Authors:ZHANG Jun  ZHANG Xiedong
Institution:1.School of Transportation ,Wuhan University of Technology ,Wuhan 430063,China;2.Inner Mongolia Communications Design and Rresearch Institute, Hohhot 010010, China) 2}
Abstract:According to the optimization of the reinforced concrete pipe culvert structure, it will be developed a new type of reinforced concrete heterotypic pipe culvert structure, And concrete heterotypic pipe culvert for the corresponding laboratory test and finite element analysis. Jack pressure form by static load test indoor, graded compression until the failure of the reinforced concrete, obtain the inspection of the reinforced concrete pipe culvert’s carrying capacity, mechanical properties and failure modes. The ultimate bearing capacity is greatly increased and the force structure is also more reasonable of reinforced concrete heterotypic pipe culvert by comparing the culvert pipe.
Keywords:Reinforced concrete  Heterotypic pipe culvert  Mechanical properties
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