首页> 外文会议>International conference on offshore mechanics and arctic engineering >PROGRESSIVE DAMAGE MECHANISM FOR DUCTILE FAILURE FOR POLYCRYSTALLINE ICE AND ITS COMPLEMENTARY BRITTLE FAILURE CRITERION
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PROGRESSIVE DAMAGE MECHANISM FOR DUCTILE FAILURE FOR POLYCRYSTALLINE ICE AND ITS COMPLEMENTARY BRITTLE FAILURE CRITERION

机译:多晶冰韧性损伤的渐进式损伤机制及其互补脆性故障标准

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In ice mechanics, it is recognised that, at low strain rates, polycrystalline ice undergoes time and temperature dependent deformation with ductile mode of failure. At high strain rates, however, ice behaves as a linear elastic material with a brittle mode of failure. This paper presents the formulation for a general constitutive model that has the capability to predict both ductile and brittle failure modes of ice. The ductile model is based on the principles of the rate theory for fracture kinetics, while the brittle model was formulated using an elliptical failure surface. Historically, Krausz and Krausz (1989) developed a rate theory for damage mechanics in metals. Derradji-Aouat (1992) modified and migrated the theory to model structural damage in polycrystalline ice. Subsequent analysis (Derradji-Aouat et al., 2000) showed that the modified theory predicts very well the progressive damage behaviour of ice at low strain rates, but it cannot predict its brittle fracture at high strain rates (>10~3/s). They concluded that their progressive damage model needs to be complemented by a criterion for the brittle failure of ice. A preliminary formulation for a brittle failure stress criterion for ice was proposed by Derradji-Aouat (2000a). In this paper, that failure criterion is modified so that it can be combined with the progressive damage model. This results in a general model that is capable to predict the behaviour and failure of ice at any given strain rate (low or high strain rates). It is aimed that this general model will be used as the ice material routine in the numerical simulations of collisions between ice floes and icebergs with oil tankers and offshore structures in the Grand Banks off the coast of Newfoundland and Labrador, Canada (Derradji-Aouat, 2000b).
机译:在冰机械中,认识到,在低应变速率下,多晶冰经历时间和温度依赖性变形,延性失效模式。然而,在高应变速率下,冰的表现为具有脆性失效模式的线性弹性材料。本文介绍了一般本构体模型的配方,该模型具有预测铸造型硅和脆性失效模式的能力。延展性模型基于裂缝动力学速率理论的原理,而使用椭圆故障表面配制脆性模型。历史上,Krausz和Krausz(1989)开发了金属损坏力学的速率理论。 Derradji-Aouat(1992)修改并迁移了该理论,以模拟多晶冰的结构损伤。随后的分析(Derradji-Aouat等人,2000)表明,改性理论预测很好在低应变率的冰的进行性损伤的行为,但它不能在高应变率预测其脆性断裂(> 10〜3 / s)的。他们得出结论,他们的渐进损害模型需要通过冰块的脆性失败的标准来补充。用Derradji-Aouat(2000A)提出了对冰脆性应力标准的初步制剂。在本文中,修改了故​​障标准,使得它可以与渐进式损伤模型组合。这导致一般模型能够在任何给定的应变速率(低或高应变率)以任何冰质预测冰的行为和失败。旨在认为,该一般模型将用作冰块和冰山之间的碰撞的冰材料常规,在纽芬兰海岸和加拿大拉布拉多州的宏伟银行中的油轮和近海结构(Derradji-Aouat, 2000B)。

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