预应力混凝土偏心受拉构件斜截面抗裂性及抗剪强度的计算方法研究

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Abstract Based on the testing of four members, calculation method of inclined section crack-proof performance and shear strength is studied in this paper, and calculation formulas and parameters are put forward. The conclusions can be used for structure design and code as reference.

Key words： eccentric tension members crack-proof performance shear strength calculation method

Received: 28 November 2002

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U442

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	Articles by authors
	Hu Ming
	Zhang Kai-jing

Cite this article:

Hu Ming,Zhang Kai-jing. STUDY ON CALCULATION METHOD ON INCLINED SECTION CRACK-PROOF PERFORMANCE AND SHEAR STRENGTH OF ECCENTRIC TENSIONED MEMBERS OF PRESTRESSED CONCRETE[J]. 铁道工程学报, 2003, 20(1): 75-77.

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http://tdgcxb.crec.cn/EN/ OR http://tdgcxb.crec.cn/EN/Y2003/V20/I1/75

[1]GB50010-2002.混凝上结构设计规范[S].北京:中国建筑工业出版社,2002.

[2]JTJ023-85.公路钢筋混凝上及预应力混凝上桥涵设计规范[S].北京:人民交通出版社,1985.

[3]TB10002.3-99.铁路桥涵钢筋混凝上和预应力混凝上结构设计规范[S].北京:中国铁道出版社,2000.

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