Responses of any arbitrary initially stressed reference and the stress-free reference

IF 3.2 3区 工程技术 Q2 MECHANICS International Journal of Non-Linear Mechanics Pub Date : 2025-03-08 DOI:10.1016/j.ijnonlinmec.2025.105070
Soumya Mukherjee
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Abstract

The constitutive relation for an initially stressed reference is often determined by using the response of a virtual stress-free reference. However, identifying the constitutive relation of the original stress-free body can be challenging without conducting destructive tests. This paper presents three approaches for determining the response of a stress-free reference—or any arbitrary initially stressed reference—when the response of a particular initially stressed reference is known. Unlike standard practice, these approaches of changing reference configurations do not begin with a known stress-free state. The first and third approaches directly derive the constitutive relations of one stressed reference from another. The first approach is applicable to a specific constitutive relation of the known initially stressed state, while the third approach extends the first and is applicable to any constitutive form. The second approach uses any general response of a given stressed reference to identify the stress-free material. The response of the stress-free material is further analyzed and processed to determine the response of any stressed reference. We observe that even when the known initially stressed state is Green elastic, the arbitrarily stressed or stress-free references may exhibit implicit elasticity. Several explicit constitutive relations are also exemplified. One of the examples utilizes the invariants of Seth’s generalized strain measures. For experimental validation of this model, we transform the Treloar data to various initially stressed references. Model parameters corresponding to a specific stressed state are optimized by corroborating the model against the Treloar data associated with that reference. These optimized parameters are then used to determine the constitutive relations for the stress-free and other stressed reference configurations. The resulting constitutive relations for various references show identical alignment with the corresponding Treloar data, thereby validating the present approaches for changing the reference configuration. It is demonstrated that the developed models satisfy all restrictions related to the change of references. Furthermore, we develop universal relations for stress-free isotropic implicit elastic materials.
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任意初始应力参考点和无应力参考点的响应
初始应力参考的本构关系通常是通过使用虚拟无应力参考的响应来确定的。然而,在不进行破坏性试验的情况下,确定原始无应力体的本构关系可能具有挑战性。本文提出了确定无应力参考或任意初始应力参考的响应的三种方法,当特定初始应力参考的响应已知时。与标准实践不同,这些改变参考配置的方法并不是从已知的无应力状态开始的。第一种和第三种方法直接从一个受力参照系推导出另一个受力参照系的本构关系。第一种方法适用于已知初始应力状态的特定本构关系,而第三种方法是对第一种方法的扩展,适用于任何本构形式。第二种方法使用给定应力参考的任何一般响应来识别无应力材料。对无应力材料的响应进行进一步分析和处理,以确定任何应力基准的响应。我们观察到,即使已知的初始应力状态为格林弹性,任意应力或无应力参考也可能表现出隐含弹性。还举例说明了几个明确的本构关系。其中一个例子利用了Seth广义应变测量的不变量。为了对该模型进行实验验证,我们将Treloar数据转换为各种初始应力参考。通过与参考文献相关的Treloar数据验证模型,优化对应于特定应力状态的模型参数。然后利用这些优化参数确定无应力和其他应力参考结构的本构关系。得到的各种参考文献的本构关系与相应的Treloar数据一致,从而验证了目前改变参考结构的方法。结果表明,所建立的模型满足与参考点变化有关的所有限制条件。此外,我们建立了无应力各向同性隐式弹性材料的通用关系。
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来源期刊
CiteScore
5.50
自引率
9.40%
发文量
192
审稿时长
67 days
期刊介绍: The International Journal of Non-Linear Mechanics provides a specific medium for dissemination of high-quality research results in the various areas of theoretical, applied, and experimental mechanics of solids, fluids, structures, and systems where the phenomena are inherently non-linear. The journal brings together original results in non-linear problems in elasticity, plasticity, dynamics, vibrations, wave-propagation, rheology, fluid-structure interaction systems, stability, biomechanics, micro- and nano-structures, materials, metamaterials, and in other diverse areas. Papers may be analytical, computational or experimental in nature. Treatments of non-linear differential equations wherein solutions and properties of solutions are emphasized but physical aspects are not adequately relevant, will not be considered for possible publication. Both deterministic and stochastic approaches are fostered. Contributions pertaining to both established and emerging fields are encouraged.
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