Compaction Behavior and Damage Constitutive Model for Porous Cement Mortar under Uniaxial Cyclic Loads

Compaction Behavior and Damage Constitutive Model for Porous Cement Mortar under Uniaxial Cyclic Loads

The void compression stage causes porous cement mortar to present special mechanical properties. In order to study the compaction behavior and the damage evolution of the porous material, cement mortar specimens with an average porosity of 26.8% were created and cyclic uniaxial compression tests wer...

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Bibliographic Details
Main Authors: De-Hang Liu, Yue Qin, Li Zhuo, Jian-Feng Liu, Zhao-Qiang Zheng, Jian-Liang Pei, Huai-Zhong Liu
Format: Article
Language:English
Published: MDPI AG 2022-11-01
Series:Materials
Subjects:
porous cement mortar
constitutive model
void compression stage
irreversible deformation
damage variable
Online Access:https://www.mdpi.com/1996-1944/15/23/8302

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https://www.mdpi.com/1996-1944/15/23/8302

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