Finite Element Analysis of High Strength Recycled Concrete Beam Flexural Properties

Hai Long Zhang; Chang Chun Pei

doi:10.4028/www.scientific.net/AMM.730.11

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 730Finite Element Analysis of High Strength Recycled...

Finite Element Analysis of High Strength Recycled Concrete Beam Flexural Properties

Abstract:

By ANSYS finite element analysis we study the impact-span moment and deflection of high strength recycled concrete beam in state of initial cracking and yield with different water-cement ratio and recycled coarse aggregate replacement rate. The results showed that: 1With the increase of water-cement ratio and recycled coarse aggregate replacement rate, the deflection is on the rise. 2With the increase of recycled coarse aggregate replacement rate, the yield moment has a slight upward trend. And with the increase of water-cement ratio and recycled coarse aggregate replacement rate, the span deflection at the state of yield has a growing trend.

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Periodical:

Applied Mechanics and Materials (Volume 730)

Pages:

11-14

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.730.11

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Online since:

January 2015

Authors:

Hai Long Zhang, Chang Chun Pei*

Keywords:

Deflection, High-Strength, Moment, Nonlinear Analysis, Recycled Concrete Beam

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* - Corresponding Author

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