Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Deformation Characteristics of Concrete under Uniaxial Compression
Depth study of deformation characteristics of concrete can reveal failure mechanism of concrete materials based on strain. This paper studies the deformation characteristics of concrete under uniaxial compression, and draw conclusions that deformation can cause the expansion of internal micro cracks, in accordance with the expansion of micro cracks, the law of cracks development of concrete under uniaxial loads is divided into three stages, micro-cracks relatively stable, stable crack development period and unstable crack development period. The research results can provide valuable reference for future research work.
Deformation Characteristics of Concrete under Uniaxial Compression
Depth study of deformation characteristics of concrete can reveal failure mechanism of concrete materials based on strain. This paper studies the deformation characteristics of concrete under uniaxial compression, and draw conclusions that deformation can cause the expansion of internal micro cracks, in accordance with the expansion of micro cracks, the law of cracks development of concrete under uniaxial loads is divided into three stages, micro-cracks relatively stable, stable crack development period and unstable crack development period. The research results can provide valuable reference for future research work.
Deformation Characteristics of Concrete under Uniaxial Compression
Applied Mechanics and Materials ; 670-671 ; 428-431
08.10.2014
4 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Deformation Characteristics of Asphaltic Concrete in Uniaxial Compression
British Library Conference Proceedings | 2010
|FRP jacketed concrete under uniaxial compression
British Library Online Contents | 1995
|FRP jacketed concrete under uniaxial compression
Online Contents | 1995
|Softening Behaviour of Concrete under Uniaxial Compression
British Library Conference Proceedings | 1996
|