Extremal Structures with Embedded Pre-Failure Indicators

Christoffer Fyllgraf Christensen, Jonas Engqvist, Fengwen Wang, Ole Sigmund, Mathias Wallin
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Abstract

Preemptive identification of potential failure under loading of engineering structures is a critical challenge. Our study presents an innovative approach to built-in pre-failure indicators within multiscale structural designs utilizing the design freedom of topology optimization. The indicators are engineered to visibly signal load conditions approaching the global critical buckling load. By showing non-critical local buckling when activated, the indicators provide early warning without compromising the overall structural integrity of the design. This proactive safety feature enhances design reliability. With multiscale analysis, macroscale stresses are related to microscale buckling stability. This relationship is applied through tailored stress constraints to prevent local buckling in general while deliberately triggering it at predefined locations under specific load conditions. Experimental testing of 3D-printed designs confirms a strong correlation with numerical simulations. This not only demonstrates the feasibility of creating structures that can signal the need for load reduction or maintenance but also significantly narrows the gap between theoretical optimization models and their practical application. This research contributes to the design of safer structures by introducing built-in early-warning failure systems.
嵌入失效前指标的极端结构
预先识别工程结构负载下的潜在失效是一项严峻的挑战。我们的研究提出了一种创新方法,利用拓扑优化的设计自由度,在多尺度结构设计中内置失效前指示器。这些指示器的设计目的是在接近全局临界屈曲载荷的载荷条件下发出明显信号。通过在激活时显示非临界局部屈曲,指示器可在不影响设计整体结构完整性的情况下提供早期预警。这种主动安全功能提高了设计的可靠性。通过多尺度分析,宏观应力与微观屈曲稳定性相关联。通过量身定制的应力约束来应用这种关系,从而在一般情况下防止局部屈曲,同时在特定负载条件下故意在预定位置触发屈曲。这不仅证明了创建可发出需要减载或维护信号的结构的可行性,还大大缩小了理论优化模型与其实际应用之间的差距。这项研究通过引入内置故障预警系统,为设计更安全的结构做出了贡献。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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