Thermo-mechanical buckling characteristics of TPMS core sandwich plates incorporating hybrid foam face layers on viscoelastic foundations

IF 4 3区 工程技术 Q2 MECHANICS
Selman Kahraman, Yusuf Bahcacı, İsmail Esen
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Abstract

This study investigates the thermo-mechanical buckling behaviour of functionally graded sandwich plates incorporating triply periodic minimal surface (TPMS) core architectures and hybrid metal–ceramic foam face layers resting on viscoelastic foundations. The novelty of the present study lies in three main aspects: first, a unified analytical framework is developed to analyse thermo-mechanical buckling of TPMS-based sandwich plates with hybrid metal–ceramic foam face layers; second, multiple coupled physical effects including temperature-dependent material properties, foam porosity distribution, magnetic field interaction, and elastic foundation stiffness are simultaneously incorporated into the formulation; and third, a comprehensive parametric investigation is performed to clarify the combined influence of TPMS topology, foam configuration, geometric parameters, and external fields on the thermal stability of sandwich structures. The governing equations are derived using the principle of total potential energy within the framework of higher-order shear deformation theory and solved analytically using a trigonometric solution approach. The results reveal a characteristic non-monotonic thermal buckling response, where the buckling load initially decreases with increasing temperature difference and then increases in the post-critical region. Quantitative results show that TPMS III provides approximately 5–17% higher thermal buckling resistance than TPMS I and about 2–5% higher than TPMS II, depending on the solid volume ratio. In addition, the influence of external fields and foundation conditions is significant. Increasing the magnetic field intensity can modify the buckling response by up to 50%, while increasing the shear foundation stiffness results in variations of approximately 19–56% in the critical buckling parameter. The proposed analytical framework provides an efficient tool for predicting the thermo-mechanical stability of advanced TPMS-based sandwich plates. It offers useful design guidelines for lightweight structural components operating under severe thermal and multi-physical environments.

粘弹性地基上混合泡沫夹层TPMS芯板的热力学屈曲特性
本研究研究了基于粘弹性基础的三周期最小表面(TPMS)核心结构和混合金属-陶瓷泡沫面层的功能梯度夹层板的热-机械屈曲行为。本研究的新颖之处在于三个主要方面:首先,建立了一个统一的分析框架来分析具有混合金属-陶瓷泡沫面层的tpms基夹层板的热-机械屈曲;其次,将材料性能、泡沫孔隙度分布、磁场相互作用和弹性基础刚度等多重耦合物理效应同时纳入公式;第三,进行了全面的参数化研究,阐明了TPMS拓扑结构、泡沫形态、几何参数和外场对夹层结构热稳定性的综合影响。在高阶剪切变形理论的框架下,利用总势能原理推导了控制方程,并采用三角解法进行了解析求解。结果表明,热屈曲载荷具有非单调的特征,随着温差的增大,屈曲载荷先减小,后临界区域逐渐增大。定量结果表明,根据固体积比的不同,TPMS III的热屈曲抗力比TPMS I高约5-17%,比TPMS II高约2-5%。此外,外场和基础条件的影响也很显著。增加磁场强度可使屈曲响应变化达50%,而增加剪切基础刚度可使临界屈曲参数变化约19-56%。所提出的分析框架为预测先进tpms基夹层板的热机械稳定性提供了一个有效的工具。它为在严酷的热和多物理环境下工作的轻质结构部件提供了有用的设计指南。
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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来源期刊
Acta Mechanica
Acta Mechanica 物理-力学
CiteScore
4.30
自引率
14.80%
发文量
292
审稿时长
6.9 months
期刊介绍: Since 1965, the international journal Acta Mechanica has been among the leading journals in the field of theoretical and applied mechanics. In addition to the classical fields such as elasticity, plasticity, vibrations, rigid body dynamics, hydrodynamics, and gasdynamics, it also gives special attention to recently developed areas such as non-Newtonian fluid dynamics, micro/nano mechanics, smart materials and structures, and issues at the interface of mechanics and materials. The journal further publishes papers in such related fields as rheology, thermodynamics, and electromagnetic interactions with fluids and solids. In addition, articles in applied mathematics dealing with significant mechanics problems are also welcome.
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