Concrete damage–plasticity model with double independent hardening
Introduction. Being an integral part of the modern construction, concrete is a complex nonlinear material. The behaviour of concrete depends to a large extent on stress–strain state and loading history. Among the structures of newly constructed and reconstructed buildings, there are a large number o...
Saved in:
Main Authors: | A. M. Budarin, G. I. Rempel, A. A. Kamzolkin, V. N. Alekhin |
---|---|
Format: | Article |
Language: | English |
Published: |
Moscow State University of Civil Engineering (MGSU)
2024-04-01
|
Series: | Vestnik MGSU |
Subjects: | |
Online Access: | https://www.vestnikmgsu.ru/jour/article/view/232 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
A nonlinear concrete damaged plasticity model for simulation reinforced concrete structures using ABAQUS
by: Cuong Le Thanh, et al.
Published: (2021-12-01) -
A nonlinear concrete damaged plasticity model for simulation reinforced concrete structures using ABAQUS
by: Thanh Cuong-Le, et al.
Published: (2022-01-01) -
On the lumped damage modelling of reinforced concrete beams and arches
by: Thalyson Brito, et al.
Published: (2020-09-01) -
On the lumped damage modelling of reinforced concrete beams and arches
by: Thalyson Issac de Jesus Brito, et al.
Published: (2020-10-01) -
Resistance of compressed elements with small eccentricity taking into account actual height of the compressed concrete zone
by: I. T. Mirsayapov, et al.
Published: (2024-09-01)