Concrete Elastic Modulus Experimental Research Based on Theory of Capillary Tension

Concrete Elastic Modulus Experimental Research Based on Theory of Capillary Tension

The risk of cracking in the early stage is a critical indicator of the performance of concrete structures. Concrete cracked when the tensile stresses caused by deformation under restraint conditions exceeded its tensile strength. This research aims at an accurate prediction of shrinkage cracking of...

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Bibliographic Details
Main Authors: Fengbin Zhou, Changwang Su, Daifeng Wu, Jianmin Hua, Lepeng Huang, Qiming Luo, Maoyi Liu, Mi Nie, Chunyao Tang
Format: Article
Language:English
Published: MDPI AG 2022-05-01
Series:Materials
Subjects:
concrete elasticity modulus
free shrinkage
theory of capillary tension
restraint stress
early cracking
Online Access:https://www.mdpi.com/1996-1944/15/10/3734

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https://www.mdpi.com/1996-1944/15/10/3734

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