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David Lehký 研究员学术报告会——Inverse analysis for structural parameters using soft computing

发布时间: 2016-06-03      访问次数: 30
报告题目:Inverse analysis for structural parameters using soft computing

报 告 人:David Lehký 研究员,捷克布尔诺科技大学




       The lecture will focus on utilization of soft computing methods for solving inverse problems in civil and structural engineering. In the proposed method instead of finding the original inverse function in analytical form a surrogate model in the form of artificial neural network is utilized. Its main advantages are robustness, extensibility and ability to adapt to new conditions. Important part of the inverse method is the utilization of efficient small-sample simulation technique Latin Hypercube Sampling used for preparation of training set utilized in stochastic training of neural network. Two particular inverse problems will be discussed – (i) identification of fracture–mechanical parameters and (ii) inverse reliability problem. In case of material parameters identification, the aim is to obtain the set of selected fracture–mechanical parameters describing quasi-brittle behavior of concrete including crack initiation and propagation. The known response is represented by diagram load vs. deflection or load vs. crack mouth opening displacement recorded during testing of specimen. The functional relationship between material parameters and above mentioned response is given in the form of nonlinear finite element model of the specimen. The second inverse problem is an inverse reliability analysis, which belongs to the category of a structural design, i.e. identification of design parameters in order to satisfy desired reliability described by reliability indicators related to particular limit states. Here, parameters to be identified are deterministic or random design parameters related to structure itself, acting load or surrounding environment. Known (in this case desired) response is the safety level described by reliability indicators. Practical examples of both classes of inverse problems will be presented.


        Dipl. Ing. David Lehký, Ph.D. is the research fellow at Brno University of Technology, Faculty of Civil Engineering. Among his research interests belong utilization of soft computing methods for inverse analysis, structural safety and reliability, stochastic computational mechanics and fracture mechanics of quasi-brittle materials. Since year 2004 he is actively involved in cooperation with BOKU University in Vienna, Austria, since 2012 he works there as a visiting lecturer). He is a member of Scientific Committee of the International Association on Life-Cycle Civil Engineering (IALCCE) and fib commission 2 – Safety and performance concepts.