Results 161 to 170 of about 2,596 (199)
Some of the next articles are maybe not open access.
A Novel Preparation Device for Remolded Hollow Cylinder Specimen of Frozen Soil
Springer Series in Geomechanics and Geoengineering, 2018The frozen soil hollow cylinder apparatus is the main experiment instrument to study the mechanical behaviour of frozen soil under complex stress paths including stress rotation. However, it is difficult to prepare hollow cylinder specimen due to the thin wall.
Dun Chen, Wang Dayan, Chen Dun
exaly +2 more sources
International Journal of Fatigue, 2020
Abstract Stress-controlled multiaxial fatigue tests were carried out by using hollow cylindrical specimens of type 430 and type 316 stainless steel at room temperature. A recently developed fatigue testing machine, which can apply push-pull loading and inner pressure to the specimen was used.
Fumio Ogawa
exaly +2 more sources
Abstract Stress-controlled multiaxial fatigue tests were carried out by using hollow cylindrical specimens of type 430 and type 316 stainless steel at room temperature. A recently developed fatigue testing machine, which can apply push-pull loading and inner pressure to the specimen was used.
Fumio Ogawa
exaly +2 more sources
A three-dimensional soil–water coupled FE analysis of hollow cylinder test concerning non-uniform deformation [PDF]
The hollow cylinder shear test is somewhat controversial due to its non-uniform stresses and strains, and has been analyzed by simple theoretical methods and two-dimensional FE calculations.
Kentaro Nakai, Toshihiro Noda
exaly +2 more sources
Stress Nonuniformities in Hollow Cylinder Torsional Specimens
Geotechnical Testing Journal, 1991Abstract Stress nonuniformities across the wall of hollow cylindrical torsional shear (HCT) specimens under generalized stress conditions are assessed taking into account the nonlinearity in soil behavior. The domain of stress space that results in acceptable levels of nonuniformities is thus delineated for a given specimen geometry.
D Wijewickreme, YP Vaid
openaire +1 more source
Hollow Cylinder Specimen Preparation: Cohesive Materials
Geotechnical Testing Journal, 1992Abstract Techniques for rapid and precise fabrication of hollow cylinder specimens of cohesive materials are presented. A device to accelerate the displacement sensor mounting process is described.
WW Crockford, J Sousa
openaire +1 more source
SPE Journal, 2022
Summary Mechanical properties such as Young's modulus, Poisson's ratio, and strength are important parameters for evaluating the cement sheath integrity. However, the current triaxial testing methods for the mechanical properties of intact-cylinder cement specimens ignore the “ring” shape of the wellbore cement sheath and its nonuniform ...
Donghua Su +4 more
openaire +1 more source
Summary Mechanical properties such as Young's modulus, Poisson's ratio, and strength are important parameters for evaluating the cement sheath integrity. However, the current triaxial testing methods for the mechanical properties of intact-cylinder cement specimens ignore the “ring” shape of the wellbore cement sheath and its nonuniform ...
Donghua Su +4 more
openaire +1 more source
Comparison of True Triaxial and Hollow Cylinder Tests on Cross-Anisotropic Sand Specimens
Geotechnical Testing Journal, 2014Abstract Experiments have been performed in true triaxial equipment and in hollow cylinder equipment on dense Fine Nevada sand to study and compare the influence of the intermediate principal stress on the behavior observed in the two types of apparatuses.
Poul V. Lade, Nina M. Rodriguez
openaire +1 more source
The Preparation of Hollow Cylinder Specimens from Undisturbed Tube Samples of Soft Clay
Geotechnical Testing Journal, 1990Abstract The use of torsional-hollow cylinder testing apparatus for research into soil stress-strain behavior has grown over the past decade. Most studies have focused on sands or on cohesive materials reconstituted in the laboratory. Studies involving undisturbed soft clay have been neglected, in part due to the difficulties involved in
M Talesnick, S Frydman
openaire +1 more source

