Paper Title:
Stochastic Finite Element Analysis for Shrinkage and Creep of a Concrete Bridge Based on LHS
  Abstract

Shrinkage and creep are the inherent properties of concrete bridge. According to Latin Hypercube Sampling method (LHS) and concrete bridge shrinkage and creep uncertainty parameters, this paper promotes stochastic finite element method based on LHS for concrete bridge shrinkage and creep uncertainty analysis in ANSYS random analysis model. Based on this stochastic finite element method, internal force and long-term deformation of a continuous rigid frame bridge with density gradient concrete is analyzed. Result show, internal force and deformation of continuous rigid frame bridge after completing are reasonable and satisfy Code requirement, and are various in previous 3 years at service stage and trend to steadily after 3 years. Research result provides theoretical basis for shrinkage and creep uncertainty further analysis in concrete bridge.

  Info
Periodical
Advanced Materials Research (Volumes 163-167)
Edited by
Lijuan Li
Pages
1744-1748
DOI
10.4028/www.scientific.net/AMR.163-167.1744
Citation
Z. F. Lu, M. Y. Liu, "Stochastic Finite Element Analysis for Shrinkage and Creep of a Concrete Bridge Based on LHS", Advanced Materials Research, Vols. 163-167, pp. 1744-1748, 2011
Online since
December 2010
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Price
$32.00
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