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A platform for research: civil engineering, architecture and urbanism
Carrying Capacity Analysis and Numerical Simulation of Steel Reinforced Concrete Based on ANSYS
Application of a very wide range of engineering and construction of concrete beam, generally by the concrete and steel components, plays an important role in civil engineering. The unit adopts the structure of what will maximize the load, is the key problem in the design of concrete beam. This paper analyzes the structural characteristics of the Steel Reinforced Concrete and the bearing capacity, the design of a new type of structure. Application of ANSYS software to carry on the numerical simulation to it, and the concrete materials with different strength grades were bearing contrast; through continuous optimization of steel and concrete structure, complete the optimal combination between material, find Steel Reinforced Concrete structure best, and eventually realize the reasonable design of concrete beam.
Carrying Capacity Analysis and Numerical Simulation of Steel Reinforced Concrete Based on ANSYS
Application of a very wide range of engineering and construction of concrete beam, generally by the concrete and steel components, plays an important role in civil engineering. The unit adopts the structure of what will maximize the load, is the key problem in the design of concrete beam. This paper analyzes the structural characteristics of the Steel Reinforced Concrete and the bearing capacity, the design of a new type of structure. Application of ANSYS software to carry on the numerical simulation to it, and the concrete materials with different strength grades were bearing contrast; through continuous optimization of steel and concrete structure, complete the optimal combination between material, find Steel Reinforced Concrete structure best, and eventually realize the reasonable design of concrete beam.
Carrying Capacity Analysis and Numerical Simulation of Steel Reinforced Concrete Based on ANSYS
Applied Mechanics and Materials ; 729 ; 129-133
2015-01-29
5 pages
Article (Journal)
Electronic Resource
English
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