NDLI: Finite element analysis of contact stresses and deformation of north anchor foundation of Runyang suspension bridge

Content Provider	IEEE Xplore Digital Library
Author	Ren Lifang Yuan Baoyuan
Copyright Year	2011
Description	Author affiliation: School of earth science and Engineering Hohai University, Nanjing, China (Yuan Baoyuan) \|\| Department of Economics and Management of Shijiazhuang, Railway Institute of Technology, China (Ren Lifang)
Abstract	Considering the interaction of anchor foundation and soil, the three-dimension nonlinear finite element model was founded based on ADINA software, for the concreting construction and running process of north anchor foundation of Runyang suspension bridge. By the numerical simulation from the construction to running process, the change law of the contact stresses and deformation of gravitational rock-socketed anchor foundation is investigated. It is shown that though the contact stresses of different parts of the anchor foundation take on different characters during different stages of the construction process, both the deformation and the contact stresses of north anchor foundation from the concreting process to running process satisfy the request of design as a whole.
Starting Page	2258
Ending Page	2260
File Size	379438
Page Count	3
File Format	PDF
ISBN	9781457702891
e-ISBN	9781457702907
DOI	10.1109/ICETCE.2011.5774772
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2011-04-22
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Structural panels Anchor foundation Deformation Three-dimension finite element Soil Software Numerical models Contact stresses Finite element methods Stress Strain
Content Type	Text
Resource Type	Article

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