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Open image in new window Fig. 1 Suggested rupture modes under compressive stress conditions.
Diffused water weakens a rock mass with time under compressive stress.
During this process, the matrix is under compressive stress.
Moreover, flow of the dominant shear band proceeds slowly under compressive stress without rapid shear rupture and facture.
Four different design configurations (two negative Poisson's ratio values × two relative densities) were manufactured and tested under compressive stress.
Inside the tower there are vertical external prestressing steel tendons, which set the concrete elements under compressive stress and thus counter the occurring tensile forces.
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In addition, quartz crystals have high strength under compressive stresses [[8]].
The thinner shells which broke under compressive stresses led to ultimately higher porosity and permeability.
A new anisotropic damage evolution law for unsaturated rocks under compressive stresses is suggested.
The rupture modes considered occur by plasticization of the steel or rupture of the concrete (under compressive stresses or tensile stresses).
Preferentially oriented θ″/θ′-precipitate structures were quantitatively examined in single-crystal Al 2.5Cu, Al 4Cu and cube-textured Al 5Cu alloys aged to peak strength under compressive stresses.
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