Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15, Part 4American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 26
... STRESS VERSUS STRAIN FOR UNIAXIAL LOADING WITH D = 0.01 . 7 6 5 4 3 2 כיעכ K 7 0.2 0.4 0.6 0.8 1 1.2 1.4 α = 0.01 α = 0.0 α = -0.01 1.6 & EFIC KE 1.8 2 FIG . 3. STRESS VERSUS LATERAL STRAIN FOR BIAXIAL LOADING WITH D1 = 0.01 . the ...
... STRESS VERSUS STRAIN FOR UNIAXIAL LOADING WITH D = 0.01 . 7 6 5 4 3 2 כיעכ K 7 0.2 0.4 0.6 0.8 1 1.2 1.4 α = 0.01 α = 0.0 α = -0.01 1.6 & EFIC KE 1.8 2 FIG . 3. STRESS VERSUS LATERAL STRAIN FOR BIAXIAL LOADING WITH D1 = 0.01 . the ...
Page 27
... STRESS VERSUS INITIAL CRACK DENSITY FOR UNIAXIAL LOADING . scribed constitutive bifurcation all occur at the peak stress . As shown in the figure , continuation of the constitutive path shows a reduction in stress , although localized ...
... STRESS VERSUS INITIAL CRACK DENSITY FOR UNIAXIAL LOADING . scribed constitutive bifurcation all occur at the peak stress . As shown in the figure , continuation of the constitutive path shows a reduction in stress , although localized ...
Page 90
... stress ( σ2- σ ) and confining pressures σ and σ , with depth are shown in Fig . 10a for the case of loading by the uniform pressure and in Fig . 10b for the case when pressure in the critical zone depends on the distance from its ...
... stress ( σ2- σ ) and confining pressures σ and σ , with depth are shown in Fig . 10a for the case of loading by the uniform pressure and in Fig . 10b for the case when pressure in the critical zone depends on the distance from its ...
Contents
An Analysis of Selected Atmospheric Icing Events on Test Cables | 1 |
Wave Model Tests for a TLP Modified With IceBreaking Collars | 11 |
Brittle Compressive Failure of Microcracked | 23 |
Copyright | |
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Adams Island amplitude analysis Arctic/Polar Technology atmospheric icing attenuation rate Beaufort Sea Blanchet Cable coefficient collars compressive constitutive equations Cook Inlet crack growth critical zones damping deflection deformation density elastic equation experimental failure Figure first-year ice loads floating ice sheet freezing cell global ice load grounded rubble heat HSVA hydrodynamic ice accretion ice cover ice drift ice field ice floe ice load Ice Mass kg/m ice sheet ice thickness icebreaking icebreaking cycle icing events icing periods icing rate meter in-cloud icing increase indentor interaction internal friction level ice liquid fraction liquid limit located maximum McMurdo Station model ice mooring force mooring system numerical model pack ice parameters peak precipitation icing predicted pressure radial cracks ratio rubble field sea ice semisubmersible sensors soil spalling speed spongy ice SSDC strain surface tanker temperature Valanto values velocity vessel Waas-Bow wave height wedge