Finite element based adaptive neuro‐fuzzy inference technique for parameter identification of multi‐layered transportation structures

During the service life of a pavement, it is often required to conduct Non-destructive tests (NDTs) to evaluate its structural condition and bearing capacity and to detect damage resulting from the repeated traffic and environmental loading. Among several currently used NDT methods, the Falling Weig...

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Main Authors: Kasthurirangan Gopalakrishnan, Siddhartha Kumar Khaitan
Format: Article
Language:English
Published: Vilnius Gediminas Technical University 2010-03-01
Series:Transport
Subjects:
Online Access:https://www.mla.vgtu.lt/index.php/Transport/article/view/5744
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spelling doaj-2fcae603d9e04647aaedf670876486702021-07-02T12:00:18ZengVilnius Gediminas Technical UniversityTransport1648-41421648-34802010-03-0125110.3846/transport.2010.08Finite element based adaptive neuro‐fuzzy inference technique for parameter identification of multi‐layered transportation structuresKasthurirangan Gopalakrishnan0Siddhartha Kumar Khaitan1Dept of Civil, Construction and Environmental Engineering, Iowa State University, Ames, USADept of Electrical and Computer Engineering, Iowa State University, Ames, USADuring the service life of a pavement, it is often required to conduct Non-destructive tests (NDTs) to evaluate its structural condition and bearing capacity and to detect damage resulting from the repeated traffic and environmental loading. Among several currently used NDT methods, the Falling Weight Deflectometer (FWD) is the most commonly used pavement NDT method applied by many transportation agencies all over the world. Non-destructive testing of pavements using FWD is typically accompanied by the prediction of the Young’s modulus of each layer of the pavement structure through an inverse analysis of the acquired FWD deflection data. The predicted pavement layer modulus is both an indicator of the structural condition of the layer as well as a required input for conducting mechanistic-based pavement structural analysis and design. Numerous methodologies have been proposed for backcalculating the mechanical properties of pavement structures from NDT data. This paper discusses the development of an Adaptive-Network-based Fuzzy Inference System (ANFIS) combined with Finite Element Modeling (FEM) for the inverse analysis of the multi-layered flexible pavement structures subjected to dynamic loading. First published online: 27 Oct 2010 https://www.mla.vgtu.lt/index.php/Transport/article/view/5744transportation structuresnon‐destructive testing,pavementneural networksfuzzy inferencefinite element
collection DOAJ
language English
format Article
sources DOAJ
author Kasthurirangan Gopalakrishnan
Siddhartha Kumar Khaitan
spellingShingle Kasthurirangan Gopalakrishnan
Siddhartha Kumar Khaitan
Finite element based adaptive neuro‐fuzzy inference technique for parameter identification of multi‐layered transportation structures
Transport
transportation structures
non‐destructive testing,
pavement
neural networks
fuzzy inference
finite element
author_facet Kasthurirangan Gopalakrishnan
Siddhartha Kumar Khaitan
author_sort Kasthurirangan Gopalakrishnan
title Finite element based adaptive neuro‐fuzzy inference technique for parameter identification of multi‐layered transportation structures
title_short Finite element based adaptive neuro‐fuzzy inference technique for parameter identification of multi‐layered transportation structures
title_full Finite element based adaptive neuro‐fuzzy inference technique for parameter identification of multi‐layered transportation structures
title_fullStr Finite element based adaptive neuro‐fuzzy inference technique for parameter identification of multi‐layered transportation structures
title_full_unstemmed Finite element based adaptive neuro‐fuzzy inference technique for parameter identification of multi‐layered transportation structures
title_sort finite element based adaptive neuro‐fuzzy inference technique for parameter identification of multi‐layered transportation structures
publisher Vilnius Gediminas Technical University
series Transport
issn 1648-4142
1648-3480
publishDate 2010-03-01
description During the service life of a pavement, it is often required to conduct Non-destructive tests (NDTs) to evaluate its structural condition and bearing capacity and to detect damage resulting from the repeated traffic and environmental loading. Among several currently used NDT methods, the Falling Weight Deflectometer (FWD) is the most commonly used pavement NDT method applied by many transportation agencies all over the world. Non-destructive testing of pavements using FWD is typically accompanied by the prediction of the Young’s modulus of each layer of the pavement structure through an inverse analysis of the acquired FWD deflection data. The predicted pavement layer modulus is both an indicator of the structural condition of the layer as well as a required input for conducting mechanistic-based pavement structural analysis and design. Numerous methodologies have been proposed for backcalculating the mechanical properties of pavement structures from NDT data. This paper discusses the development of an Adaptive-Network-based Fuzzy Inference System (ANFIS) combined with Finite Element Modeling (FEM) for the inverse analysis of the multi-layered flexible pavement structures subjected to dynamic loading. First published online: 27 Oct 2010
topic transportation structures
non‐destructive testing,
pavement
neural networks
fuzzy inference
finite element
url https://www.mla.vgtu.lt/index.php/Transport/article/view/5744
work_keys_str_mv AT kasthurirangangopalakrishnan finiteelementbasedadaptiveneurofuzzyinferencetechniqueforparameteridentificationofmultilayeredtransportationstructures
AT siddharthakumarkhaitan finiteelementbasedadaptiveneurofuzzyinferencetechniqueforparameteridentificationofmultilayeredtransportationstructures
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