Add to ORKGThis paper deals with the influence of the specimen geometry on the precision of measured stress-strain curve on the compression side. Cylindrical specimen is adopted after ASTM-E9 89a and laboratory experiment and elastic-plastic FEA are carried out to evaluate the influence of the degree of parallelism of end surfaces. Present tolerance value of 0.5/1000 for the inclination of end surface can be relieved up to 6/1000
Empirical design curves are presented for the critical stress of thin-walled cylinders loaded in axi...
The tensile test criterion to obtain a reliable stress-strain curve from load-displacement data of m...
The present paper concerns the numerical prediction and experimental measurement of the distribution...
There is distinct deviation between the intrinsic and measurement value of Young's modulus in ...
A new specimen geometry, the shear-compression specimen (SCS), has been developed for large strain t...
Ten commercial laboratories participated in an interlaboratory study to establish the repeatability ...
Experiments were carried out at Polytechnic Institute of Brooklyn Aeronautical Laboratories in order...
Compression of a rough turned cylinder between two hard, smooth, flat plates has been analysed with ...
The present paper reports a comparison of flow stresses obtained by tension, plane strain compressio...
Static Compression Test is a procedure where specimens are subjected to opposing axial forces, forci...
In this study, the interaction between cylindrical specimen made of homogeneous, isotropic, and line...
AbstractIn this study, the interaction between cylindrical specimen made of homogeneous, isotropic, ...
Cylinders of EN 24 steel and commercial aluminium were compressed at 0.2 and 10.0 s-1 (rapid loading...
The paper deals with selected aspects of the analysis of the displacement and deformation stiffness ...
A procedure is proposed for identifying uniaxial stress-strain relationship in compressed concrete. ...
Empirical design curves are presented for the critical stress of thin-walled cylinders loaded in axi...
The tensile test criterion to obtain a reliable stress-strain curve from load-displacement data of m...
The present paper concerns the numerical prediction and experimental measurement of the distribution...
There is distinct deviation between the intrinsic and measurement value of Young's modulus in ...
A new specimen geometry, the shear-compression specimen (SCS), has been developed for large strain t...
Ten commercial laboratories participated in an interlaboratory study to establish the repeatability ...
Experiments were carried out at Polytechnic Institute of Brooklyn Aeronautical Laboratories in order...
Compression of a rough turned cylinder between two hard, smooth, flat plates has been analysed with ...
The present paper reports a comparison of flow stresses obtained by tension, plane strain compressio...
Static Compression Test is a procedure where specimens are subjected to opposing axial forces, forci...
In this study, the interaction between cylindrical specimen made of homogeneous, isotropic, and line...
AbstractIn this study, the interaction between cylindrical specimen made of homogeneous, isotropic, ...
Cylinders of EN 24 steel and commercial aluminium were compressed at 0.2 and 10.0 s-1 (rapid loading...
The paper deals with selected aspects of the analysis of the displacement and deformation stiffness ...
A procedure is proposed for identifying uniaxial stress-strain relationship in compressed concrete. ...
Empirical design curves are presented for the critical stress of thin-walled cylinders loaded in axi...
The tensile test criterion to obtain a reliable stress-strain curve from load-displacement data of m...
The present paper concerns the numerical prediction and experimental measurement of the distribution...