Please use this identifier to cite or link to this item: http://hdl.handle.net/2080/4734
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dc.contributor.authorGattu, Mahendra-
dc.contributor.authorJohnson, Binson Chalissery-
dc.date.accessioned2024-11-05T11:43:20Z-
dc.date.available2024-11-05T11:43:20Z-
dc.date.issued2024-10-
dc.identifier.citation92nd Annual Meeting of ICOLD & International symposium on the theme Dams for People, Water, Environment and Development, New Delhi, India, 29th September - 3rd October 2024en_US
dc.identifier.urihttp://hdl.handle.net/2080/4734-
dc.descriptionCopyright belongs to proceeding publisheren_US
dc.description.abstractThis paper presents an extensive methodology that integrates insights from several referenced studies and is currently used to simulate crack propagation in concrete dams. It emphasizes the fusion of advanced computational techniques with empirical data to precisely model crack behavior. Notably, the Extended Finite Element Method (XFEM) is highlighted for its efficacy in simulating crack growth, particularly under dynamic loads like seismic events. The methodology encompasses meticulous geometric modeling, determination of material properties, and consideration of boundary conditions and loads. Calibration against experimental data ensures the fidelity of the simulations, while sensitivity analyses probe the impact of crucial parameters on crack propagation. This comprehensive approach enhances comprehension of concrete dam behavior and facilitates the formulation of effective maintenance and safety strategies.en_US
dc.subjectCrack propagationen_US
dc.subjectconcrete damsen_US
dc.subjectExtended Finite Element Method (XFEM)en_US
dc.subjectcomputational modelingen_US
dc.subjectempirical data integrationen_US
dc.subjectseismic eventsen_US
dc.subjectgeometric modelingen_US
dc.subjectmaterial propertiesen_US
dc.subjectboundary conditionsen_US
dc.subjectsensitivity analysisen_US
dc.subjectmaintenance strategiesen_US
dc.titleMethodology for Simulating Crack Propagation in Concrete Damsen_US
dc.typeArticleen_US
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