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.

برای دانلود باید عضویت طلایی داشته باشید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Stiffness Matrices for Axial and Bending Deformations of Non-Prismatic Beams with Linearly Varying Thickness

Siffness matrices for axial and bending deformations of a beam having a rectangular cross sectional area of constant width and linearly varying thickness are developed. A consistant load vector for a uniformly distributed lateral load is also calculated, using the principal of potential energy. The matrices are used to obtain numerical results for a variety of beams with non-uniform thickness t...

متن کامل

Effective Stiffness: Generalizing Effective Resistance Sampling to Finite Element Matrices

We define the notion of effective stiffness and show that it can used to build sparsifiers, algorithms that sparsify linear systems arising from finite-element discretizations of PDEs. In particular, we show that sampling O(n log n) elements according to probabilities derived from effective stiffnesses yields an high quality preconditioner that can be used to solve the linear system in a small ...

متن کامل

Exact Stiffness for Beams on Kerr-Type Foundation: The Virtual Force Approach

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...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

ژورنال

عنوان ژورنال: Probabilistic Engineering Mechanics

سال: 2022

ISSN: ['1878-4275', '0266-8920']

DOI: https://doi.org/10.1016/j.probengmech.2022.103317