دانلود مقاله ISI انگلیسی شماره 161622
ترجمه فارسی عنوان مقاله

یک مطالعه شبیه سازی بر روی تعامل بین ساختار دریایی شیب دار و سطح یخ بر اساس مدل عنصر انسانی

عنوان انگلیسی
A simulation study on the interaction between sloping marine structure and level ice based on cohesive element model
کد مقاله سال انتشار تعداد صفحات مقاله انگلیسی
161622 2018 45 صفحه PDF
منبع

Publisher : Elsevier - Science Direct (الزویر - ساینس دایرکت)

Journal : Cold Regions Science and Technology, Volume 149, May 2018, Pages 1-15

ترجمه کلمات کلیدی
تعامل ساختار-یخ، مدل سازنده الاستوپلاستیک مدل عنصر انعطاف پذیر، تجزیه و تحلیل پارامتریک، بارهای یخی،
کلمات کلیدی انگلیسی
Structure-ice interaction; Elastoplastic constitutive model; Cohesive element model; Parametric analysis; Ice loads;
پیش نمایش مقاله
پیش نمایش مقاله  یک مطالعه شبیه سازی بر روی تعامل بین ساختار دریایی شیب دار و سطح یخ بر اساس مدل عنصر انسانی

چکیده انگلیسی

The interaction between sloping marine structure and level ice is a complex process, which contains local crushing and flexural failure. The ice fragments fallen from ice sheet will continuously experience rotation, sliding and accumulation processes. These processes interfere with each other and give rise to difficulty to determine accurately the ice loads on structure. The issue is solved by using cohesive element model (CEM) in this paper. In the condition of a cone icebreaking against level ice, the elastoplastic linear softening constitutive model is introduced to the regular tri-prism bulk elements to present the microscopic crushing of ice sheet, while the bending failure of ice sheet is caused by the failure of cohesive elements. The proposed models are incorporated into the LS-DYNA finite element code. The mesh dependency study and a series of parametric analysis on the main parameters of models are conducted. The numerical results are compared with available model test data in literature, and good agreements are achieved. Then a series of simulations in terms of invasion velocity, cone angle and cone waterline diameter are performed. Effects of these parameters on the ice loads and contributions of breaking module are discussed.