Stress Distribution Form and Function Representation of Four Free Edges Square Basal Bottom Slab Touching Foundation

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Abstract:

This article constructed the stress distributions function expression of four free edges square basal bottom slab touching foundation respectively from the two aspects of symmetric and anti-symmetric load, placed the foundation on the surface of the sandy soil, do numerical simulation to the contact stress between foundation slab and foundation through the large scale finite element analysis software ANSYS, and fitting by adopting the contact stress function proposed in this article. The contact stress function and finite element numerical fitting result shows that the contact stress function proposed in this article can better reflect the actual contact stress distribution, also adapt to foundation slab with different width height ratio.

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101-108

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December 2013

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Aijun Zhu, Anfu Deng, Zhihong Huang, Changan Cai and Shizhong Yang: Industrial Construction. Vol. 34 (2004), p.53 (In Chinese).

Google Scholar

[2] F. Kogler and A. Scheidig: Baugrunde and Bauwork (W. Ernst and Sohn, Berlin 1938).

Google Scholar

[3] O. Faber: Struct. Eng. Vol. 11 (1993), p.116.

Google Scholar

[4] The People's Republic of China National Development and Reform Commission: Technical regulation for design of tower structure of electric transmission line. (China Planning Press, Beijing 2001). (In Chinese).

Google Scholar

[5] The People's Republic of China Ministry of Construction: Building Foundation Design Code (China Building Industry Publications, Beijing 2002) (In Chinese).

Google Scholar

[6] Guoti Wang, Xiaojun Hu, Hengfang Pan: China Civil Enginering Journal. Vol. 35 (2002), P. 103 (In Chinese).

Google Scholar