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contributor authorIgor Kavrakov
contributor authorGledson Rodrigo Tondo
contributor authorGuido Morgenthal
date accessioned2026-02-16T21:33:40Z
date available2026-02-16T21:33:40Z
date copyright2025/04/01
date issued2025
identifier otherJENMDT.EMENG-7558.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4309385
description abstractAdvancements in machine learning and an abundance of structural monitoring data have inspired the integration of mechanical models with probabilistic models to identify a structure’s state and quantify the uncertainty of its physical parameters and response. In this paper, we propose an inference methodology for classical Kirchhoff–Love plates via physics-informed Gaussian processes (GP). A probabilistic model is formulated as a multioutput GP by placing a GP prior on the deflection and deriving the covariance function using the linear differential operators of the plate governing equations. The posteriors of the flexural rigidity, hyperparameters, and plate response are inferred in a Bayesian manner using Markov chain Monte Carlo sampling from noisy measurements. We demonstrate the applicability with two examples: a simply supported plate subjected to a sinusoidal load; and a fixed plate subjected to a uniform load. The results illustrate how the proposed methodology can be employed to perform stochastic inference for plate rigidity and physical quantities by integrating measurements from various sensor types and qualities. Potential applications of the presented methodology are in structural health monitoring and uncertainty quantification of platelike structures.
publisherAmerican Society of Civil Engineers
titleStochastic Inference of Plate Bending from Heterogeneous Data: Physics-Informed Gaussian Processes via Kirchhoff–Love Theory
typeJournal Article
journal volume151
journal issue4
journal titleJournal of Engineering Mechanics
identifier doi10.1061/JENMDT.EMENG-7558
journal fristpage04025005-1
journal lastpage04025005-17
page17
treeJournal of Engineering Mechanics:;2025:;Volume ( 151 ):;issue: 004
contenttypeFulltext


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