Paper Title:
Simulation of Test Loads on Aqueduct with Multi-Longitudinal Reinforced Concrete Beams
  Abstract

The mechanical behaviors of prototype and simulated model of reinforced concrete aqueduct with multi-longitudinal beams were analyzed by 3D FEM. The regularity of structural deformation and concrete stress of the aqueducts were studied, what influenced by the surface force instead of dead weight and the equivalent concentrated load or ladder load instead of lateral water load. The rationality of the loading method for aqueduct model test is evaluated. It shows that the ladder surface pressure is superior to concentrated loads to simulate the lateral water load, and the equivalent dead loads can be added reasonably to simulate the additional self-weight of model.

  Info
Periodical
Edited by
Yi-Min Deng, Aibing Yu, Weihua Li and Di Zheng
Pages
1182-1186
DOI
10.4028/www.scientific.net/AMM.37-38.1182
Citation
S. B. Zhao, J. F. Guan, X. K. Li, "Simulation of Test Loads on Aqueduct with Multi-Longitudinal Reinforced Concrete Beams", Applied Mechanics and Materials, Vols. 37-38, pp. 1182-1186, 2010
Online since
November 2010
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$32.00
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