TWIP 钢变形硬化的构造描述:解决非线性应变路径下的差异硬化问题

IF 3.4 3区 工程技术 Q1 MECHANICS International Journal of Solids and Structures Pub Date : 2024-07-24 DOI:10.1016/j.ijsolstr.2024.113000
Kang Wu , Chenchao Fang , Yong Sun , Jun Yang
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引用次数: 0

摘要

本研究旨在描述孪晶诱导塑性金属板 TWIP980 在各种应力状态(包括单轴拉伸、平面应变拉伸和纯剪切)下的平面内差异硬化行为,尤其侧重于非比例加载条件。每种应力状态下的真实应力-应变曲线都是从其相应的载荷-位移曲线中反向得到的,并使用可在塑性功(密度)等值线上同时适应所有三种应力状态的微分硬化模型进行建模。在非比例加载试验中,超大试样最初在单轴拉伸下分别沿滚动、对角和横向拉伸至 10%的预应变。随后,将这三种应力状态施加到沿轧制方向从变形的超大尺寸试样上切割下来的小尺寸试样上。为了描述非比例加载时的硬化行为,采用了均质各向异性硬化模型,并通过两步单轴拉伸试验进行了校准。随后,差分硬化模型被成功纳入均质各向异性硬化模型,以描述两步加载(即从单轴拉伸到纯剪切和从单轴拉伸到平面应变拉伸)下的差分硬化和应变路径变化引起的硬化行为。实验和模拟结果都强调了在非比例加载条件下考虑微分硬化的必要性。
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Constitutive description of distortional hardening in a TWIP steel: Addressing differential hardening under nonlinear strain paths

The present study aims to describe the in-plane differential hardening behaviour of the twinning induced plasticity sheet metal TWIP980 under various stress states, including uniaxial tension, plane strain tension, and pure shear, particularly focusing on non-proportional loading conditions. The true stress–strain curves for each stress states were inversely obtained from their corresponding load–displacement curves and modeled using a differential hardening model that can accommodate all three stress states simultaneously on plastic work (density) contours. For non-proportional loading tests, oversize specimens were initially stretched under uniaxial tension up to a 10% pre-strain along the rolling, diagonal, and transverse directions, respectively. Subsequently, the three stress states were applied to subsize specimens cut from the deformed oversize specimens along the rolling direction. To describe the hardening behaviours during non-proportional loading, a homogeneous anisotropic hardening model was adopted and calibrated using two-step uniaxial tension tests. Subsequently, the differential hardening model was successfully incorporated into the homogeneous anisotropic hardening model to describe both the differential hardening and the strain path change-induced hardening behaviours under the two-step loadings, i.e., uniaxial tension to pure shear and uniaxial tension to plane strain tension. Both experimental and simulation results underscore the necessity to consider differential hardening under non-proportional loading conditions.

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来源期刊
CiteScore
6.70
自引率
8.30%
发文量
405
审稿时长
70 days
期刊介绍: The International Journal of Solids and Structures has as its objective the publication and dissemination of original research in Mechanics of Solids and Structures as a field of Applied Science and Engineering. It fosters thus the exchange of ideas among workers in different parts of the world and also among workers who emphasize different aspects of the foundations and applications of the field. Standing as it does at the cross-roads of Materials Science, Life Sciences, Mathematics, Physics and Engineering Design, the Mechanics of Solids and Structures is experiencing considerable growth as a result of recent technological advances. The Journal, by providing an international medium of communication, is encouraging this growth and is encompassing all aspects of the field from the more classical problems of structural analysis to mechanics of solids continually interacting with other media and including fracture, flow, wave propagation, heat transfer, thermal effects in solids, optimum design methods, model analysis, structural topology and numerical techniques. Interest extends to both inorganic and organic solids and structures.
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