A Static Damage Constitutive Model of Concrete Based on Microscopic Damage Mechanism

In this article, a microscopic constitutive model is established that includes friction, plastic, and spring elements and has clear physical meaning. The friction unit reflects the mutual friction between crack surfaces, the plastic unit reflects the development of concrete plasticity, and the fract...

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Main Authors: Ying Xie, Zhiwu Yu
Format: Article
Language:English
Published: MDPI AG 2023-12-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/17/1/117
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author Ying Xie
Zhiwu Yu
author_facet Ying Xie
Zhiwu Yu
author_sort Ying Xie
collection DOAJ
description In this article, a microscopic constitutive model is established that includes friction, plastic, and spring elements and has clear physical meaning. The friction unit reflects the mutual friction between crack surfaces, the plastic unit reflects the development of concrete plasticity, and the fracture of the spring unit reflects the formation and expansion of interior cracks in concrete. In addition, the integration of the random field theory into this model uncovers the physical underpinnings of the relationship between concrete’s nonlinearity and randomness. The multi-scale modeling of the concrete static damage constitutive model is then realized once the parameters of the random field are discovered using the macro test results. In order to apply the model’s applicability in finite element programs, a subroutine was ultimately constructed. The experimental data and the anticipated values from the numerical simulation are in good agreement, supporting the model’s realism.
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spelling doaj.art-4313cf08c19d429bb692ba28c5df4de62024-01-10T15:02:39ZengMDPI AGMaterials1996-19442023-12-0117111710.3390/ma17010117A Static Damage Constitutive Model of Concrete Based on Microscopic Damage MechanismYing Xie0Zhiwu Yu1Department of Building Engineering, Hunan Institute of Engineering, Xiangtan 411104, ChinaSchool of Civil Engineering, Central South University, Changsha 410075, ChinaIn this article, a microscopic constitutive model is established that includes friction, plastic, and spring elements and has clear physical meaning. The friction unit reflects the mutual friction between crack surfaces, the plastic unit reflects the development of concrete plasticity, and the fracture of the spring unit reflects the formation and expansion of interior cracks in concrete. In addition, the integration of the random field theory into this model uncovers the physical underpinnings of the relationship between concrete’s nonlinearity and randomness. The multi-scale modeling of the concrete static damage constitutive model is then realized once the parameters of the random field are discovered using the macro test results. In order to apply the model’s applicability in finite element programs, a subroutine was ultimately constructed. The experimental data and the anticipated values from the numerical simulation are in good agreement, supporting the model’s realism.https://www.mdpi.com/1996-1944/17/1/117constitutive modelrandom field theoryparameter identificationmulti-scale modeling
spellingShingle Ying Xie
Zhiwu Yu
A Static Damage Constitutive Model of Concrete Based on Microscopic Damage Mechanism
Materials
constitutive model
random field theory
parameter identification
multi-scale modeling
title A Static Damage Constitutive Model of Concrete Based on Microscopic Damage Mechanism
title_full A Static Damage Constitutive Model of Concrete Based on Microscopic Damage Mechanism
title_fullStr A Static Damage Constitutive Model of Concrete Based on Microscopic Damage Mechanism
title_full_unstemmed A Static Damage Constitutive Model of Concrete Based on Microscopic Damage Mechanism
title_short A Static Damage Constitutive Model of Concrete Based on Microscopic Damage Mechanism
title_sort static damage constitutive model of concrete based on microscopic damage mechanism
topic constitutive model
random field theory
parameter identification
multi-scale modeling
url https://www.mdpi.com/1996-1944/17/1/117
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