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Multi-scale constitutive model and computational framework for the design of ultra-high strength, high toughness steels

机译:超高强度,高韧性钢设计的多尺度本构模型和计算框架

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A multi-scale hierarchical constitutive model is developed for establishing the relationship between quantum mechanical, micromechanical, and overall strength/toughness properties in steel design. Focused on the design of ultra-high strength, high toughness steels, a two-level cell model is used to represent two groups of hard particles (inclusions) in an alloy matrix which is characteristic of such Fe-based alloys. Primary inclusion particles, which are greater than a micron in size, are handled by a microcell. Secondary inclusion particles which are tens of nanometers in size are modeled by a sub-microcell. In the sub-microcell, the matrix constitutive behavior is given by quantum mechanics computation of bcc-iron calibrated according to experiments. In the microcell, the matrix constitutive behavior is given by the stress-strain response of the sub-microcell, characterized by a plastic flow potential based on the numerical simulation of the representative cell. In turn, the plastic flow potential generated by the stress-strain response of the microcell is used as the constitutive response at the continuum macro level for simulation of ductile fracture and for the assessments of toughness. The interfacial debonding between the matrix and the primary and the secondary inclusion particles are modeled using decohesion potentials computed through quantum mechanics calculation together with a mechanical model of normal separation and gliding induced dislocation, which also provides quantitative explanations why practice strength of a steel is much lower than the atomic separation force and how plasticity occurs in steels. The ductile fracture simulations on an ASTM standard center cracked specimen lead to the generation, for the first time, of a toughness, strength, adhesion diagram based on computer simulation and which establishes the relationship between alloy matrix strength, interfacial decohesion energy, and fracture toughness.
机译:建立了用于在钢设计中建立量子力学,微力学和整体强度/韧性特性之间关系的多尺度层次本构模型。着重于超高强度,高韧性钢的设计,采用两级单元模型来表示合金基体中的两组硬质颗粒(夹杂物),这是此类铁基合金的特征。尺寸大于一微米的初级夹杂物颗粒由微孔处理。通过亚微电池对大小为数十纳米的次级夹杂物颗粒进行建模。在亚微电池中,基体的本构行为是通过根据实验校准的bcc-iron的量子力学计算给出的。在微电池中,基体的本构行为由亚微电池的应力应变响应给出,其特征在于基于代表性电池的数值模拟的塑性流动势。反过来,由微孔的应力应变响应产生的塑性流动电势被用作连续宏观水平上的本构响应,用于模拟韧性断裂和评估韧性。使用通过量子力学计算所计算出的脱粘势以及正态分离和滑移引起的位错的力学模型,对基体与主要和次要夹杂物颗粒之间的界面剥离进行建模,这也提供了定量解释为什么钢的实际强度如此之高的原因。低于原子分离力以及在钢中如何发生可塑性。在ASTM标准中心裂纹试样上进行的韧性断裂模拟,首次基于计算机模拟生成了韧性,强度,粘合图,并建立了合金基体强度,界面脱粘能和断裂韧性之间的关系。

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