ANN AND HYBRID MODELLING OF ECCENTRICALLY PATCH LOADED STEEL I-GIRDERS
Abstract
Majority of eccentrically patch loaded girders collapse at lower load level than their geometrical equivalents loaded in the web plane, due to different collapse mechanism. However, some eccentrically patch loaded girders, even with significant load eccentricity, behave as if loaded in the web plane, having the same collapse mode and ultimate load as in the case of centric load. Hence, the ultimate strength of eccentrically patch loaded steel I-girders should be found out in two phases: firstly, girder collapse mode should be estimated; secondly, depending on expected collapse mode, ultimate load should be calculated appropriately. Both tasks are demanding, with plenty of mutually dependent influential parameters. Artificial neural network (ANN) modelling, being suitable for multi-parameter analysis, is quite convenient method for studying eccentrically patch loaded steel I-girders in both mentioned tasks, as confirmed through the examples elaborated in the paper. Not only that it is valuable on its own, as a standalone technique, but also in combination with and as support to other methods (hybrid modelling).
In comparison of five procedures for ultimate load determination (empirical expression, mechanical model, two versions of refined mechanical model, one of them by ANN, and standalone ANN forecast model), ANN modelling, providing high quality results, qualified in top-two procedures for ultimate load, regardless of collapse mode type. It is also proved that certain shortages of mechanical model may be overcome by its coupling with ANN modelling. Such hybrid modelling provided remarkably more accurate results than original mechanical model.
Study confirmed need of revision of mechanical model. As the first step, new, more demanding constraints of mechanical model validity are proposed in this paper.Keywords
Full Text:
PDFReferences
Navarro-Manso, A., Del Coz Díaz, J.J., Alonso-Martínez, M., Castro-Fresno, D., Alvarez Rabanal, F.P., 2015, Patch loading in slender and high depth steel panels: FEM–DOE analyses and bridge launching application, Engineering Structures, 83, pp. 74-85.
Chacón, R., Zorrilla, R., 2015, Structural health monitoring in incrementally launched steel bridges: Patch loading phenomena modeling, Automation in Construction, 58, pp. 60-73.
Omidali, M., Khedmati, M.R., 2018, Reliability-based design of stiffened plates in ship structures subject to wheel patch loading, Thin-Walled Structures, 127, pp. 416-424.
Tetougueni, C.D., Maiorana, E., Zampieri, P., Pellegrino, C., 2019, Plate girders behaviour under in-plane loading: A review, Engineering Failure Analysis, 95, pp. 332-358.
Graciano, C., 2015, Patch loading resistance of longitudinally stiffened girders – A systematic review, Thin-Walled Structures, 95, pp. 1-6.
Kövesdi, B., 2018, Patch loading resistance of slender plate girders with longitudinal stiffeners, Journal of Constructional Steel Research, 140, pp. 237-246.
Chacon, R., Herrera, J., Fargier-Gabaldon, L., 2017, Improved design of transversally stiffened steel plate girders subjected to patch loading, Engineering Structures, 150, pp. 774-785.
Chacon, R., Mirambell, E., Real, E., 2019, Transversally and longitudinally stiffened steel plate girders subjected to patch loading, Thin-Walled Structures, 138, pp. 361-372.
Arabzadeh, A., Varmazyari, M., 2009, Strength of I-girders with Delta stiffeners subjected to eccentric patch loading, Journal of Constructional Steel Research, 65(6), pp. 1385-1391.
Casanova, E., Graciano, C., Chacón, R., 2022, Patch loading resistance of steel plate girders stiffened with triangular cell flanges, Structures, 38, pp. 993-1004.
Inaam, Q., Upadhyay, A., 2020, Behavior of corrugated steel I-girder webs subjected to patch loading: Parametric study, Journal of Constructional Steel Research, 165, 105896.
Maiorana, E., Poh’sié, G.H., Emechebe, C.C., 2023, Non-linear Analysis of Corrugated Plate Girders Under Patch Loading, International Journal of Steel Structures, 23, pp. 758-766.
Chacon, R., Mirambell, E., Real, E., 2009, Influence of designer-assumed initial conditions on the numerical modelling of steel plate girders subjected to patch loading, Thin-Walled Structures, 47(4), pp. 391-402.
Rogač, M., Aleksić, S., Lučić, D., 2020, Influence of patch load length on resistance of I-girders. Part-I: Experimental research, Journal of Constructional Steel Research, 175, 106369.
Ceranic, A., Bendic, M., Kovacevic, S., Salatic, R., Markovic, N., 2022, Influence of patch load length on strengthening effect in steel plate girders, Journal of Constructional Steel Research, 195, 107348.
Kövesdi, B., Alcaine, J., Dunai, L., Mirambell, E., Braun, B., Kuhlmann, U., 2014, Interaction behaviour of steel I-girders Part I: Longitudinally unstiffened girders, Journal of Constructional Steel Research, 103, pp. 327-343.
Chacón, R., Bock, M., Real, E., 2011, Longitudinally stiffened hybrid steel plate girders subjected to patch loading, Journal of Constructional Steel Research, 67(9), pp. 1310-1324.
Kurtoglu, A.E., Casanova, E., Graciano, C., 2022, Artificial intelligence-based modeling of extruded aluminum beams subjected to patch loading, Thin-Walled Structures, 179, 109673.
Graciano, C., Loaiza, N., Casanova, E., 2019, Resistance of slender austenitic stainless steel I-girders subjected to patch loading, Structures, 20, pp. 924-934.
Luo, Z., Shi, Y., Xue, X., Gao, T., Li, H., Xu, J., 2023, High-strength steel plate girders under patch loading: Numerical analysis and design recommendations, Structures, 57, 105108.
Luo, Z., Shi, Y., Xue, X., Zhou, X., Yao, X., 2023, Nonlinear patch resistance performance of hybrid titanium-clad bimetallic steel plate girder with web opening, Journal of Building Engineering, 65, 105703.
Xue, X., Shi, Y., Luo, Z., Yao, B., 2023, Patch-loading resistance performance of stainless-clad bimetallic steel plate girders: Numerical investigations and design methods, Thin-Walled Structures, 190, 110964.
Shi, Y., Luo, Z., Xue, X., Ma, Q., 2024, Numerical Investigation and Design Suggestion on Patch-Loading Strength of Q690 High-Strength Steel Plate Girders at Elevated Temperature, Fire Technology, 60, pp. 545-577.
CEN, 2006, EN 1993-1-5:2006, Eurocode 3: Design of steel structures - Part 1-5: General rules - Plated structural elements
Šćepanović, B., Knežević, M., Lučić, D., 2014, Methods for determination of ultimate load of eccentrically patch loaded steel I-girders, Informes de la Construccion, 66(EXTRA 1), m018.
Lučić, D., 2003, Experimental research on I-girders subjected to eccentric patch loading, Journal of Constructional Steel Research, 59(9), pp. 1147-1157.
Lučić, D., Šćepanović, B., 2004, Experimental investigation on locally pressed I-beams subjected to eccentric patch loading, Journal of Constructional Steel Research, 60(3-5), pp. 525-534.
Šćepanović, B., Gil-Martín, L.M., Hernández Montes, E., Aschheim, M., Lučić, D., 2009, Ultimate strength of I-girders under eccentric patch loading: Derivation of a new strength reduction coefficient, Engineering Structures, 31(7), pp. 1403-1413.
Gil Martín, L.M., Šćepanović, B., Hernández-Montes, E., Aschheim, M., Lučić, D., 2010, Eccentrically patch loaded steel I-girders: influence of patch length on ultimate strength. Journal of Constructional Steel Research, 66(5), pp. 716-722.
Graciano, C., Uribe-Henao, A.F., 2014, Strength of steel I-girders subjected to eccentric patch loading, Engineering Structures, 79, pp. 401-406.
Salehi, H., Burgueño, R., 2018, Emerging artificial intelligence methods in structural engineering, Engineering Structures, 171, pp. 170-189.
Sun, H., Burton, H.V., Huang, H., 2021, Machine learning applications for building structural design and performance assessment: State-of-the-art review, Journal of Building Engineering, 33, 101816.
Wang, C., Song, L.H., Yuan, Z., Fan, J.S., 2023, State-of-the-art AI-based computational analysis in civil engineering, Journal of Industrial Information Integration, 33, 100470.
Tapeh, A., Naser, M.Z., 2023, Artificial intelligence, machine learning, and deep learning in structural engineering: A scientometrics review of trends and best practices, Archives of Computational Methods in Engineering, 30, pp. 115-159.
Chojaczyk, A.A., Teixeira, A.P., Neves, L.C., Cardoso, J.B., Guedes Soares, C., 2015, Review and application of Artificial Neural Networks models in reliability analysis of steel structures, Structural Safety, 52(A), pp. 78-89.
Markovic, M., Radivojevic, N., Andrejevic Stosovic, M., Markovic Brankovic, J., Zivkovic, S., 2022, High Embankment Dam Stability Analysis Using Artificial Neural Networks, Tehnicki vjesnik-Technical Gazette, 29(5), pp. 1733-1740.
Zarezadeh, A., Shishesaz, M.R., Ravanavard, M., Ghobadi, M., Zareipour, F., Mahdavian, M., 2023, Electrochemical and Mechanical Properties of Ni/g-C3N4 Nanocomposite Coatings with Enhanced Corrosion Protective Properties: A Case Study for Modeling the Corrosion Resistance by ANN and ANFIS Models, Journal of Applied and Computational Mechanics, 9(3), pp. 590-606.
Mai, S.H., Tran, V.-L., Nguyen, D.-D., Nguyen, V.T., Thai, D.-K., 2022, Patch loading resistance prediction of steel plate girders using a deep artificial neural network and an interior-point algorithm, Steel and Composite Structures, 45(2), pp. 159-173.
Kumar, S.A., Sofi, F.A., Bhat, J.A., 2023, Estimation of patch-loading resistance of steel girders with unequal trapezoidal web-corrugation folds using nonlinear FE models and artificial neural networks, Structures, 48, pp. 1651-1669.
Refbacks
- There are currently no refbacks.
ISSN: 0354-2025 (Print)
ISSN: 2335-0164 (Online)
COBISS.SR-ID 98732551
ZDB-ID: 2766459-4