Structural identification in long-term deformation characteristic of dam foundation using meta-heuristic optimization techniques. (October 2020)

• Record Type: Journal Article
• Authors: Lin, Chaoning; Li, Tongchun; Chen, Siyu; Lin, Chuan; Liu, Xiaoqing; Gao, Lingang; Sheng, Taozhen
• Is Part Of: Advances in engineering software. Volume 148(2020)
• Publication Date: 2020-10
• Subjects: Concrete dam -- Structural identification -- Inverse analysis -- Rock foundation -- Meta-heuristic optimization; ABCA Artificial bee colony algorithm -- ACO Ant colony optimization -- AFSA Artificial fish swarm algorithm -- AI Artificial intelligence -- ANNs Artificial neural networks -- DBA Displacement back-analysis -- EAs Evolutionary algorithms -- EP Evolutionary programming -- FE Finite element -- GA Genetic algorithms -- GSA Grey wolf optimization -- HSABCA Hybrid simplex artificial bee colony algorithm -- HST Hydrostatic-seasonal-time -- IGWO Improved parallel grey wolf optimization -- IP Inverted plumb lines -- LSSVM Least squares support vector machine -- MAFSA Multi-strategy artificial fish swarm algorithm -- PSO Particle swarm optimization -- RCCD Roller compacted concrete dam -- RMSE Root mean square error -- SI Swarm intelligence -- SVR Support vector regression -- WOA Whale optimization algorithm; Computer-aided engineering -- Periodicals; Engineering -- Computer programs -- Periodicals; Engineering -- Software -- Periodicals; Periodicals; 620.0028553
• DOI: 10.1016/j.advengsoft.2020.102870
• Languages: English
• ISSNs: 0965-9978

Abstract

Highlights: An intelligent structural identification framework is constructed combined with viscoelastic finite element methods and meta-heuristic optimization techniques. The time-dependant effect of the rock foundation is analysed by a new HST statistical model. The viscoelastic parameters of the structure are identified using improved parallel grey wolf optimization (IGWO). The IGWO-based inverse analysis model performs better than GWO, PSO, and WOA in terms of convergence rate and search ability. The monitoring model based on the structural identification can assess and predict dam long-term displacement from the mechanical point of view. Abstract: A roller compacted concrete dam (RCCD) located in Cambodia has been gradually deformed over the operation period (2011–2019), and the creep effect of the dam foundation is significant. In order to make integrity and safety assessments of the dam, it is necessary to know the actual mechanical properties of the foundation. This research proposes an intelligent computational framework for analysing the time-dependent working behaviour of the RCCD combined with viscoelastic finite element methods and advanced software techniques. According to the long-term deformation characteristics of the foundation, the Burgers model is employed to describe the constitutive relation of the bedrock. A finite element formulation describes the relationship between dam deformation and mechanical properties in the creep regime. A structural inverse methodology based on improved parallel grey wolf optimization (IGWO) is developed in order to search and identify viscoelastic parameters of the dam foundation. The nonlinear convergence factor strategy and multi-core parallel computing are introduced to enhance global search capability and improve the accuracy of the optimization algorithm. An example of analysis is performed on a dam section, and the results, which are compared with actual measurements for discussion, demonstrate that the selected constitutive model is reasonable and the designed inverse methodology is feasible. Moreover, the proposed IGWO algorithm is very competitive with other state-of-the-art optimization methods such as basic grey wolf optimization (GWO), particle swarm optimization (PSO) and whale optimization algorithm (WOA) for parameter inversion and real-time problems.