A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Experimental Study on the Constitutive Relation of SPHSC under Uniaxial Compression Loading
Steel fiber reinforced polymer high strength structural concrete (SPHSC) is a new composite material which is used in long-span bridge structures invented by this research team. Based on the new composite material, the experiments of stress-strain full curves under uniaxial compression were carried out. The stress-strain full curves were achieved from the simple improved method. By the method of theoretical derivation and experimental data fitting, the constitutive equation of SPHSC which contains only two undetermined parameters of compressive strength and parameter of steel fiber was obtained. The study is the theoretic basis of the new material which was widely use in civil engineering.
Experimental Study on the Constitutive Relation of SPHSC under Uniaxial Compression Loading
Steel fiber reinforced polymer high strength structural concrete (SPHSC) is a new composite material which is used in long-span bridge structures invented by this research team. Based on the new composite material, the experiments of stress-strain full curves under uniaxial compression were carried out. The stress-strain full curves were achieved from the simple improved method. By the method of theoretical derivation and experimental data fitting, the constitutive equation of SPHSC which contains only two undetermined parameters of compressive strength and parameter of steel fiber was obtained. The study is the theoretic basis of the new material which was widely use in civil engineering.
Experimental Study on the Constitutive Relation of SPHSC under Uniaxial Compression Loading
Applied Mechanics and Materials ; 782 ; 227-234
2015-08-06
8 pages
Article (Journal)
Electronic Resource
English
Constitutive Relation of Sulfate Attacked Concrete Based on Uniaxial Loading
| Trans Tech Publications | 2010
Constitutive Relation of Sulfate Attacked Concrete Based on Uniaxial Loading
| British Library Conference Proceedings | 2011
Constitutive Models for Tuff Masonry under Uniaxial Compression
| Online Contents | 2010
Constitutive Models for Tuff Masonry under Uniaxial Compression
| British Library Online Contents | 2010