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METHODOLOGY FOR THE EXPERIMENTAL ASSESSMENT OF TRUE STRESS-STRAIN CURVES AFTER NECKING EMPLOYING CYLINDRICAL TENSILE SPECIMENS: EXPERIMENTS AND PARAMETERS CALIBRATION

机译:在使用圆柱拉伸试样后对真实应力-应变曲线进行实验评估的方法:实验和参数校准

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Simulations and structural integrity evaluations including severe plasticity have undergone significant expansion during recent years (e.g. fracture mechanics FE models including ductile tearing and/or generalized yielding), which demand accurate true stress-strain data until fracture. This is a consequence of the use of high toughness ductile materials subjected to severe loadings and high levels of operational efficiency and optimization. However, tensile tests present one inconvenience when providing such data, since the occurrence of plastic instability (necking) complicates the direct assessment of true stress-strain curves until final fracture. Two main difficulties can be pointed out: ⅰ) the nonuniform geometry assumed by the cross sections along its length and; ⅱ) the imposition of a complex triaxial stress state. The first occurrence can only be overcome by real-time physical measurements. The second occurrence demands a correction model to provide an equivalent stress including triaxial effects. Current authors recently demonstrated that even the well-known Bridgman's correction presents limitations, particularly for strains greater than ~0.50 - 0.60, which motivated proposals to better describe the geometrical evolution of necking minimizing the need for real-time physical measurements. As a new step in this direction, this work presents three key contributions: ⅰ) first, experiments regarding the geometrical evolution of necking were largely extended incorporating 10 materials to corroborate the validity of the recently proposed model (including Carbon, stainless steels and copper); ⅱ) second, and for the same materials, the necking region was investigated in more details to verify to which extent an osculating circle well describes the high deformation region. A new model could be proposed to better support future solid mechanics analyses regarding equilibrium and stress/strain fields; ⅲ) finally, a modified Bridgman's model is proposed, followed by recommended practices for testing. The results provide further support to σ-ε assessment considering severe plasticity and demanding less physical measurements.
机译:近年来,包括严重可塑性在内的模拟和结构完整性评估(例如包括延性撕裂和/或广义屈服的断裂力学有限元模型)经历了显着扩展,这需要精确的真实应力-应变数据才能断裂。这是由于使用高韧性延性材料会承受严峻的负荷以及高水平的运行效率和优化。但是,拉伸试验在提供此类数据时带来了一个不便,因为塑性不稳定性(颈缩)的发生使对最终断裂之前的真实应力-应变曲线的直接评估变得更加复杂。可以指出两个主要困难:ⅰ)横截面沿其长度假定的几何形状不均匀;以及ⅱ)施加了复杂的三轴应力状态。第一次出现只能通过实时物理测量来克服。第二次出现需要校正模型以提供包括三轴效应的等效应力。最近的作者最近证明,即使是著名的Bridgman校正也存在局限性,特别是对于大于〜0.50-0.60的应变,这激发了人们提出更好地描述颈缩几何演变的提议,从而最大程度地减少了实时物理测量的需要。作为朝这个方向迈出的新一步,这项工作提出了三个主要贡献:first)首先,关于颈缩几何演变的实验已大大扩展,其中包含10种材料以证实最近提出的模型(包括碳,不锈钢和铜)的有效性。 ; ⅱ)其次,对于相同的材料,对颈缩区域进行了更详细的研究,以验证密合圆在多大程度上描述了高变形区域。可以提出一个新模型,以更好地支持有关平衡和应力/应变场的未来固体力学分析。 ⅲ)最后,提出了改进的Bridgman模型,然后提出了推荐的测试实践。考虑到严重的可塑性并要求较少的物理测量,结果为σ-ε评估提供了进一步的支持。

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