Experimental Study about Bearing Capacity and Deformation on Concrete Composite Slabs with Additional Bars

Jian Hua Cui; Chuan Yang Weng; Yun Lin Liu

doi:10.4028/www.scientific.net/AMM.482.7

Paper Titles

Preface and Conference Organization

Numerical Simulation of Thickened Insulated Siding Wall Shear Behavior
p.3

Experimental Study about Bearing Capacity and Deformation on Concrete Composite Slabs with Additional Bars
p.7

Nonlinear Analysis of Steel Tube Filled with Steel-Reinforced Concrete after High Temperature
p.11

Finite Element Analysis of Shear Behavior of Reinforced Concrete Beam Strengthened by High-Strength Steel Wire Mesh
p.15

Dynamic Properties of Steel Fiber Concrete under the Action of Noncyclic Variable Amplitude Load
p.20

Correlation Analysis of CPT Parameters and the Physico-Mechanical Parameters of the Loess-Like Silty Clay Soil
p.26

Impact-Resistant Performance Analysis of Composite Laminates for Reinforced Concrete Beam Fixed and Hinged at Different Ends
p.30

Nano Materials and its Application in Space
p.34

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 482Experimental Study about Bearing Capacity and...

Experimental Study about Bearing Capacity and Deformation on Concrete Composite Slabs with Additional Bars

Abstract:

Through the experiments of four concrete composite slabs under static loading to compare their flexural properties (deflection, bearing capacity, failure mode), this paper discusses the influence of composite slabs flexural behavior on different length of additional bars and sectional effective height. The results showed that they will improve the bearing capacity effectively by reasonably increasing the sectional effective height and controlling the length of additional bars.

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Periodical:

Applied Mechanics and Materials (Volume 482)

Pages:

7-10

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.482.7

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Online since:

December 2013

Authors:

Jian Hua Cui, Chuan Yang Weng*, Yun Lin Liu

Keywords:

Additional Bar, Bearing Capacity, Concrete Composite Slab, Deflection

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* - Corresponding Author

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