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Effects of Temperature and Strain Rate on Uniaxial Compressive Strength of Naturally Formed Fresh
Ice Force Oscillator Model and Its Numerical Solutions
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analysis angle applied Arctic assumed average bending buckling calculated caused coefficient compressive Conference considered crack curve deformation depends depth determined developed diameter direction displacement dynamic effect elastic element energy Engineering equation estimate experimental experiments failure field Figure flow force friction function given heat horizontal impact increase International layer length lift force limit load lower material maximum mean measured Mechanics method movement normal observed obtained Offshore operating parameters performed period pipe pipeline position predicted presented pressure problem properties range ratio reference region relative Research resistance response samples scale scour ship shown shows soil solution specimen speed steel strain strength stress structure surface Table temperature thickness tion values velocity vertical wave welding wind