Nonlinear numerical simulation for reinforced concrete elements with explicit time integration procedure

Nonlinear numerical simulation for reinforced concrete elements with explicit time integration procedure

This study aims to assess numerically the behavior of a wide range of reinforced concrete (RC) components under bending or combined effect of bending and axial compression. Reference case studies of RC beams with different reinforcement ratios and beam-column joints are modeled using LS-DYNA softwar...

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Bibliographic Details
Main Author: B. Abdelwahed
Format: Article
Language:English
Published: Elsevier 2020-06-01
Series:Case Studies in Construction Materials
Subjects:
Numerical modelling
Reinforced concrete elements
Explicit time integration
Crack pattern
Selective mass scaling
Online Access:http://www.sciencedirect.com/science/article/pii/S2214509520300164

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http://www.sciencedirect.com/science/article/pii/S2214509520300164

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