Experimental Study and Finite Element Analysis of Reinforced Inorganic Polymer Concrete Beam

The stress behavior of the reinforced inorganic polymer concrete(IPC) beam was discussed, included the load-deflection curve, craze load and ultimate bearing capacity under the static load function through the method of the experimental study and the non-linear finite element analysis. Compared the...

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Bibliographic Details
Published inApplied Mechanics and Materials Vol. 193-194; pp. 891 - 896
Main Authors Lu, Zhe An, Jin, Xin, Fan, Xiao Chun
Format Journal Article
LanguageEnglish
Published Zurich Trans Tech Publications Ltd 01.08.2012
Subjects
Finite element analysis
ANSYS
Non-Linear Analysis
Experimental Study
Inorganic Polymer Concrete
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Summary:The stress behavior of the reinforced inorganic polymer concrete(IPC) beam was discussed, included the load-deflection curve, craze load and ultimate bearing capacity under the static load function through the method of the experimental study and the non-linear finite element analysis. Compared the data of the experiment with the results of the finite element analysis, it indicates that the reinforced IPC beam owns higher ductility ratio and better deformation capacity on the same loading condition. Meanwhile, the cracks of IPC beam develop more slowly than the normal ones, there were less and smaller cracks on IPC beam. The research results offer the theoretical and experimental references for engineering practice and design index of IPC.
Bibliography:Selected, peer reviewed papers from the 2012 Second International Conference on Green Building, Materials and Civil Engineering (GBMCE 2012), August 22-23, 2012, SanYa, China
ISBN:3037854669
9783037854662
ISSN:1660-9336
1662-7482
1662-7482
DOI:10.4028/www.scientific.net/AMM.193-194.891