Paper Title:
Stress Analysis of Underground Arch Structure
  Abstract

To research the safety of an underground defense project and the impact to other buildings, applying basic mechanics principles, established two types of mathematical model for arch about the project, and analyzed stress in different directions of ground arch structure. The data shows that the results were very different in different mathematical models, and mathematical models should be considered as close to actual stress situation in structural analysis. In the structural analysis involved soil, spatial finite element model is more accurate and reasonable than truss finite element model.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
938-941
DOI
10.4028/www.scientific.net/AMR.243-249.938
Citation
B. He, J. L. Lu, "Stress Analysis of Underground Arch Structure", Advanced Materials Research, Vols. 243-249, pp. 938-941, 2011
Online since
May 2011
Authors
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Miao Xin Zhang, Bao Dong Liu, Peng Fei Li, Zhi Mao Feng
Abstract:Corrugated steel plate and surrounding soils are working together to share the load in buried corrugated steel structures. It is complicated...
2112
Authors: Dai Guo Chen, Yong Yao, Yong Jun Deng
Abstract:Using utilities equipment to make the reinforced concrete girder to generate a kind of reverse-arch radian, then paste CFRP on the under-part...
5595
Authors: Wei Xie
Chapter 2: Simulation and Engineering Optimization
Abstract:Reinforced concrete ribbed arch aqueduct’s bent is arranged symmetrically on the main arch, load which is transferred from bent to main arch...
447
Authors: You Bao Jiang, Guo Yu Liao
Chapter 2: Structural Engineering
Abstract:Parametric analysis of ultimate loading capacity is performed by the finite element method considering the dual non-linear effects for inner...
954
Authors: Bao Rong Huo, Guang Ning Yang, Xiang Dong Zhang
Chapter 7: Bridge Engineering
Abstract:Because of two-way curved arch bridge with low design load, less structural steel, improper construction, overloading and poor integrity,...
1561