Breaking Stress Criterion That Changes Everything We Know about Materials Failure

Ali Nour El Hajj
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Abstract

: Background: The perennial deficiencies of the failure models in the materials field have profoundly and significantly impacted all associated technical fields that depend on accurate failure predictions. Many preeminent and well-known scientists from an earlier era of groundbreaking discoveries attempted to solve the issue of material failure. However, a thorough understanding of material failure has been frustratingly elusive. Objective: The heart of this study is the presentation of a methodology that identifies a newly derived one-parameter criterion as the only general failure theory for noncompressible, homogeneous, and isotropic materials subjected to multiaxial states of stress and various boundary conditions, providing the solution to this longstanding problem. This theory is the counterpart and companion piece to the theory of elasticity and is in a formalism that is suitable for broad application. Methods: Utilizing advanced finite-element analysis, the maximum internal breaking stress corresponding to the maximum applied external force is identified as a unified and universal material failure criterion for determining the structural capacity of any system, regardless of its geometry or architecture. Results: A comparison between the proposed criterion and methodology against design codes reveals that current provisions may underestimate the structural capacity by 2.17 times or overestimate the capacity by 2.096 times. It also shows that existing standards may underestimate the structural capacity by 1.4 times or overestimate the capacity by 2.49 times. Conclusion: The proposed failure criterion and methodology will pave the way for a new era in designing unconventional structural systems composed of unconventional materials.
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破坏应力准则改变了我们对材料失效的了解
:背景:材料领域的失效模型长期存在的缺陷对依赖准确失效预测的所有相关技术领域都产生了深刻而重大的影响。许多来自早期突破性发现时代的杰出和知名科学家试图解决材料失效问题。然而,令人沮丧的是,对材料失效的彻底理解一直难以实现。目的:本研究的核心是提出一种方法,将新导出的单参数准则确定为非压缩、均质和各向同性材料在多轴应力状态和各种边界条件下的唯一通用失效理论,为这一长期问题提供解决方案。这一理论是弹性理论的对应和配套部分,是一种适合广泛应用的形式主义。方法:利用先进的有限元分析,将与施加的最大外力相对应的最大内部断裂应力确定为一个统一通用的材料失效标准,用于确定任何系统的结构能力,无论其几何形状或结构如何。结果:将所提出的标准和方法与设计规范进行比较表明,现行规定可能低估结构承载力2.17倍,或高估承载力2.096倍。研究还表明,现有标准可能低估了结构承载力1.4倍,或高估了承载力2.49倍。结论:提出的失效准则和方法将为设计由非常规材料组成的非常规结构系统开辟一个新时代。
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来源期刊
CiteScore
3.20
自引率
10.50%
发文量
110
期刊介绍: The Practice Periodical on Structural Design and Construction publishes articles about practical solutions to structural design problems and construction challenges of interest to practitioners. Articles may be of any length. Those reporting on small and medium-sized projects will be welcomed. Photographs are desirable; graphs, tables, and lengthy formulas are discouraged. The editors are not interested in what researchers have to say to one another; although articles must be technically sound, the overriding question in the editors" minds when considering a submission is whether the article will be of interest to a significant number of practicing engineers and contractors.
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