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Analysis on Axial Compression Bearing Capacity of Steel Reinforced Concrete Sandwich Node
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.
Analysis on Axial Compression Bearing Capacity of Steel Reinforced Concrete Sandwich Node
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.
Analysis on Axial Compression Bearing Capacity of Steel Reinforced Concrete Sandwich Node
Applied Mechanics and Materials ; 501-504 ; 685-689
2014-01-16
5 pages
Article (Journal)
Electronic Resource
English
Analysis on Axial Compression Bearing Capacity of Steel Reinforced Concrete Sandwich Node
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