Nonlinear Analysis of Reinforced Concrete Beam Bending Failure Experimentation Based on ABAQUS
Sihua Deng, Ze Qie, Li Wang
Abstract
Open-access reader
Sihua Deng, Ze Qie, Li Wang
Abstract
Open-access reader
The nonlinear analysis of a reinforced concrete beam was conducted based on the finite element analysis software ABAQUS.In this simply supported beam analysis, the plasticity model of concrete damage in ABAQUS has been introduced thoroughly.Finally, the results of the experimentation and the ABAQUS analysis were compared in a diagram, accordingly reasons of the result difference between the two methods were discussed, which can be a useful reference for the further study of the nonlinear analysis of reinforced concrete.
OpenAlex reports 16 citations for this work. Citation counts describe recorded attention and do not establish research quality.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
The nonlinear analysis of a reinforced concrete beam was conducted based on the finite element analysis software ABAQUS.In this simply supported beam analysis, the plasticity model of concrete damage in ABAQUS has been introduced thoroughly.Finally, the results of the experimentation and the ABAQUS analysis were compared in a diagram, accordingly reasons of the result difference between the two methods were discussed, which can be a useful reference for the further study of the nonlinear analysis of reinforced concrete.
Key concepts: Structural engineering, Nonlinear system, Beam (structure), Finite element method, Bending, Reinforced concrete, Computer science, Engineering