Loading Behaviors of Superposed Aqueduct Affected by Segregating Layer Between PPCBs and Cast-In Situ RCF

Combined with the structural design of left-shore drainage aqueducts in China South-to-north Water Transfer Project, the structure of cast-in-situ reinforced concrete flume (RCF) with wide and shallow drainage section superposed on longitudinal precast prestressed concrete beams (PPCBs) was drafted....

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Bibliographic Details
Published inApplied Mechanics and Materials Vol. 37-38; pp. 614 - 618
Main Authors Pei, Song Wei, Wang, Yang Wei, Zhao, Shun Bo, Liang, Xi Jian
Format Journal Article
LanguageEnglish
Published Zurich Trans Tech Publications Ltd 01.11.2010
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Summary:Combined with the structural design of left-shore drainage aqueducts in China South-to-north Water Transfer Project, the structure of cast-in-situ reinforced concrete flume (RCF) with wide and shallow drainage section superposed on longitudinal precast prestressed concrete beams (PPCBs) was drafted. The 3D finite element models were built to study the normal service behaviors of the aqueduct with or without segregating asphalt layer between RCF and PPCBs. The results show that the segregating asphalt layer changes the structural compositions of aqueduct subjecting water loads and results in some effects on loading capacities of the PPCBs and the RCF, such as the larger displacement and tensile stress of PPCBs, the many longitudinal sections of subplate in whole tensile state with larger tensile stresses and the larger vertical tensile stresses at internal surface of sidewall. It provides valuable reference for designing the same kind of aqueduct.
Bibliography:Selected, peer-reviewed papers from the International Conference on Engineering Design and Optimization (ICEDO 2010), 28-30 October 2010, Ningbo, P. R. China
ISBN:0878492224
9780878492220
ISSN:1660-9336
1662-7482
1662-7482
DOI:10.4028/www.scientific.net/AMM.37-38.614