Analysis on Axial Compression Bearing Capacity of Steel Reinforced Concrete Sandwich Node

Liang Li Xiao; Xiao Yu; Jian Wei Han

doi:10.4028/www.scientific.net/AMM.501-504.685

Paper Titles

Three-Dimension Finite Element Analysis for the Concrete Canoe
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Numerical Simulation on Interface Delamination of Composite Foam Sandwich Tube under Axial Load
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Test Study on Bending Deformation Performance and its Size Effect Characteristics of RC Cantilever Beams
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Coalescence of Two Cracks in Uni-Axial Compression
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Analysis on Axial Compression Bearing Capacity of Steel Reinforced Concrete Sandwich Node
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Evidential Uncertainty Quantification of Dynamic Response Spectrum Analysis
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Stability Analysis of Circular Steel Tube Cable-Braced Grid Shells with Initial Imperfection
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Restoring Force Model Investigation of Short Pier Shear Wall
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Finite Element Analysis of Concrete Filled Double-Skin (CHS Inner and CHS Outer) Steel Tubes under Lateral Impact
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504Analysis on Axial Compression Bearing Capacity of...

Analysis on Axial Compression Bearing Capacity of Steel Reinforced Concrete Sandwich Node

Abstract:

According to the limit values of axial compression ratio of steel reinforced concrete given by technical specification for steel reinforced concrete composite structure (JGJ138-2001), the axial force of steel reinforced concrete sandwich nodes calculated by MIDAS and the axial bearing capacity calculated by limit values of axial compression ratio are compared with an actual project. The results show that steel concrete columns with designed strength of C60, the strength more than of column concrete strength higher than C50 is the least requirement as to meet the axial compression ratio. The result provides a theoretical basis for the future of safety work and the sandwich joint construction.