Finite Element Analysis of the Pull-Out Specimens of Steel Reinforced Lightweight Concrete

Jian Wen Zhang; Shi Hui Guo

doi:10.4028/www.scientific.net/AMM.166-169.514

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Finite Element Analysis of the Pull-Out Specimens...

Finite Element Analysis of the Pull-Out Specimens of Steel Reinforced Lightweight Concrete

Abstract:

Finite element analysis method of steel reinforced lightweight concrete pull-out specimens is exploded based on the test results. Spring element and local bond slip constitutive relation are introduced in analysis so as to consider the interfacial bond-slip between steel and lightweight concrete. Element tributary area and flange or web position should be taken into account in order to confirm the spring element real constant. Analysis results indicate that specimens bearing capacity and deformation can be well simulated adopting the stated method and constitutive relationship.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

514-519

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.514

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Online since:

May 2012

Authors:

Jian Wen Zhang, Shi Hui Guo

Keywords:

Finite Element, Lightweight Aggregate Concrete, Pull-Out Specimen, Steel

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