Transient analysis of layered beams subjected to steady heat supply and mechanical load

IF 4 3区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Steel and Composite Structures Pub Date : 2021-01-01 DOI:10.12989/SCS.2021.40.1.087
Zhong Zhang, D. Zhou, Jiandong Zhang, H. Fang, Huixuan Han
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引用次数: 5

Abstract

In this study, an analytical model is developed for the analysis of transient temperature, displacements, and stresses in simply supported layered beams. The beam is suddenly heated from the top and bottom surfaces by external steady heat sources and is subjected to a mechanical load. The temperature in each layer is variable along the thickness and follows the one-dimensional (1-D) transient heat transfer equation. The Laplace transform approach is used to obtain the transient temperature field in the beam. The thermoelastic constants of the beam are temperature-dependent. Dividing every layer into a series of thin slices, the temperature and the thermoelastic constants for each slice can be considered uniform. The two-dimensional (2-D) thermoelasticity theory is adopted to derive the governing equations of displacements and stresses in each slice. The transfer matrix method is applied to obtain the displacement and stress solutions for the beam. As an example, the distributions of transient temperature, displacements, and stresses in a three-layer beam are studied. The effects of the temperature dependent thermoelastic constants on the mechanical behavior of the beam are discussed in detail.
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稳态热源和机械载荷作用下层状梁的瞬态分析
本文建立了简支层状梁的瞬态温度、位移和应力分析模型。梁被外部稳定热源从顶部和底部表面突然加热,并承受机械负荷。每层的温度沿厚度变化,并遵循一维(1-D)瞬态传热方程。采用拉普拉斯变换方法得到了光束的瞬态温度场。梁的热弹性常数与温度有关。将每一层划分为一系列薄片,每个薄片的温度和热弹性常数可以认为是均匀的。采用二维热弹性理论推导了各片的位移和应力控制方程。采用传递矩阵法求解梁的位移解和应力解。以三层梁为例,研究了其瞬态温度、位移和应力的分布。详细讨论了随温度变化的热弹性常数对梁力学性能的影响。
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来源期刊
Steel and Composite Structures
Steel and Composite Structures 工程技术-材料科学:复合
CiteScore
8.50
自引率
19.60%
发文量
0
审稿时长
7.5 months
期刊介绍: Steel & Composite Structures, An International Journal, provides and excellent publication channel which reports the up-to-date research developments in the steel structures and steel-concrete composite structures, and FRP plated structures from the international steel community. The research results reported in this journal address all the aspects of theoretical and experimental research, including Buckling/Stability, Fatigue/Fracture, Fire Performance, Connections, Frames/Bridges, Plates/Shells, Composite Structural Components, Hybrid Structures, Fabrication/Maintenance, Design Codes, Dynamics/Vibrations, Nonferrous Metal Structures, Non-metalic plates, Analytical Methods. The Journal specially wishes to bridge the gap between the theoretical developments and practical applications for the benefits of both academic researchers and practicing engineers. In this light, contributions from the practicing engineers are especially welcome.
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