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Modelling the viscoplastic response of polyethylene in uniaxial loading-unloading tests

机译:在单轴加载/卸载测试中模拟聚乙烯的粘塑性响应

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Two series of uniaxial cyclic tests are performed on low-density polyethylene at room temperature. In the first series of experiments, injection-molded specimens are stretched to several maximal strains epsilon(max) in the region of sub-yield deformations with a constant cross-head speed, epsilon = 10 mm/min, and retracted down to the zero stress with the same strain rate. In the other series, loading-unloading tests are carried out with the maximal strain epsilon(max) = 0.10 and crosshead speeds ranging from 5 to 200 mm/min. A constitutive model is derived for the viscoplastic behavior of a semicrystalline polymer at small strains. A polymer is modelled as an equivalent network of chains bridged by permanent junctions (entanglements, physical cross-links on the surfaces of crystallites and lamellar blocks). The network is treated as an ensemble of meso-regions connected by links (crystalline lamellae). Deformation of a specimen induces sliding of junctions with respect to their reference positions both at active loading and unloading (this process reflects sliding of junctions in amorphous regions and fine slip of crystalline lamellae). At retraction, sliding of junctions is accompanied by mutual displacements of meso-domains (that reflects coarse slip and fragmentation of lamellar blocks). The constitutive equations are determined by 5 adjustable parameters that are found by matching the experimental stress-strain curves. (C) 2003 Elsevier Ltd. All rights reserved. [References: 24]
机译:在室温下对低密度聚乙烯进行两个系列的单轴循环测试。在第一个系列实验中,以恒定的十字头速度epsilon = 10 mm / min,在亚屈服变形区域中将注塑样品拉伸至几个最大应变epsilon(max),然后缩回至零相同应变率的应力。在其他系列中,最大应变epsilon(max)= 0.10且十字头速度在5到200 mm / min的范围内进行装卸测试。本构模型导出了半结晶聚合物在小应变下的粘塑性行为。聚合物被建模为等效链网络,这些链被永久性连接(缠结,微晶和层状嵌段表面上的物理交联)桥接。该网络被视为由链接(晶体薄片)连接的中观区域的集合。在主动加载和卸载时,样品的变形都会引起接合处相对于参考位置的滑动(此过程反映了接合处在无定形区域中的滑动和晶体薄片的细滑)。缩回时,交界处的滑动伴随着介观域的相互位移(反映了层状块体的粗糙滑移和破碎)。本构方程由5个可调参数确定,这些参数是通过匹配实验应力-应变曲线找到的。 (C)2003 Elsevier Ltd.保留所有权利。 [参考:24]

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