2022
DOI: 10.2749/nanjing.2022.1934
|View full text |Cite
|
Sign up to set email alerts
|

Numerical Simulation of the Nonlinear Flexural Behavior of Pretensioned Void Slabs with Different Concrete Constitutive Laws

Abstract: <p>To investigate the numerical simulation for the nonlinear flexural behavior of pretensioned void slab beams, the three-dimensional finite element models (FEM) of the existing pretensioned void slabs were established and verified through tests. Firstly, based on the concrete constitutive laws in Chinese code and <i>EN 1992-1</i>, the damage factors in concrete damaged plasticity (CDP) models derived from energy equivalent model were incorporated. Meanwhile, the constitutive models of reinfo… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...

Citation Types

0
0
0

Publication Types

Select...

Relationship

0
0

Authors

Journals

citations
Cited by 0 publications
references
References 8 publications
0
0
0
Order By: Relevance

No citations

Set email alert for when this publication receives citations?