The exact element stiffness matrices of stochastically parametered beams
نویسندگان
چکیده
Stiffness matrices of beams with stochastic distributed parameters modelled by random fields are considered. In finite element analysis, deterministic shape functions traditionally employed to derive stiffness using the variational principle. Such not exact because derived from solution governing partial differential equation relevant boundary conditions. This paper proposes an analytical method based on Castigliano’s approach for a beam general spatially varying parameters. gives and simple closed-form expression matrix in terms certain integrals function. The expressions valid any integrable fields. It is shown that stochastically parametered can be expressed three basic variables. Analytical variables their associated coefficient two cases: when bending rigidity field flexibility field. theoretically proved conventional first-order perturbation approximation expression. A sampling obtain Karhunen–Loève expansion proposed. Results compared approximate matrix. Gaussian uniform different correlation lengths used illustrate numerical results. here benchmarking future methods.
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1 Department of Civil Engineering, Faculty of Engineering, Prince of Songkla University, Songkhla 90112, Thailand 2 Civil Engineering Program, School of Engineering, University of Phayao, Phayao 5600, Thailand 3Department of Civil Engineering, ERI, Gyeongsang National University, Jinju 660-701, Republic of Korea 4Department of Civil Engineering, Gangneung-Wonju National University, Gangneung 21...
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ژورنال
عنوان ژورنال: Probabilistic Engineering Mechanics
سال: 2022
ISSN: ['1878-4275', '0266-8920']
DOI: https://doi.org/10.1016/j.probengmech.2022.103317