Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Work-softening and hardening behaviour of granular rocks
Summary Work-Softening and Hardening Behaviour of Granular Rocks Experimental results from granular and dense rocks indicated that the plastic strain increment vector was inclined at a constant angle (approximately 70°) to the tangent of a curve fitted either to peak strength data or to strength data associated with a given value of axial or volumetric strain. The angle of inclination was independent of the direction of stress increment. When a small axial strain was exceeded changes of volumetric strain were found to be non-zero and had a linear relationship with the corresponding changes of axial strain. This applied for both work-softening and work-hardening behaviour. Close links between volumetric strain and microfacturing and between the ratios of stress and of strain increments were revealed. The role of confining pressure was predominant and the mode of deformation was cataclastic for granulated and intact marbles.
Work-softening and hardening behaviour of granular rocks
Summary Work-Softening and Hardening Behaviour of Granular Rocks Experimental results from granular and dense rocks indicated that the plastic strain increment vector was inclined at a constant angle (approximately 70°) to the tangent of a curve fitted either to peak strength data or to strength data associated with a given value of axial or volumetric strain. The angle of inclination was independent of the direction of stress increment. When a small axial strain was exceeded changes of volumetric strain were found to be non-zero and had a linear relationship with the corresponding changes of axial strain. This applied for both work-softening and work-hardening behaviour. Close links between volumetric strain and microfacturing and between the ratios of stress and of strain increments were revealed. The role of confining pressure was predominant and the mode of deformation was cataclastic for granulated and intact marbles.
Work-softening and hardening behaviour of granular rocks
Dr. Michelis, Paul N. (Autor:in)
Rock mechanics ; 14 ; 187-200
01.12.1981
14 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Strain softening behaviour of two metamorphic rocks
| British Library Conference Proceedings | 2006
Elasto-plastic work-hardening/softening constitutive model for concrete
| British Library Conference Proceedings | 1994
Hardening-Softening Behaviour and Minimum Reinforcement of RC Beams
| British Library Conference Proceedings | 1996
Work Hardening and Flow Softening of gamma-TiAl Containing Ni
| British Library Online Contents | 2004