TUSHAR KANTI MANDAL
TUSHAR KANTI MANDAL
PhD Scholar, Computational Mechanics, Monash University, Australia
Verified email at monash.edu - Homepage
Title
Cited by
Cited by
Year
Phase field and gradient enhanced damage models for quasi-brittle failure: A numerical comparative study
TK Mandal, VP Nguyen, A Heidarpour
Engineering Fracture Mechanics 207, 48-67, 2019
402019
Length scale and mesh bias sensitivity of phase-field models for brittle and cohesive fracture
TK Mandal, VP Nguyen, JY Wu
Engineering Fracture Mechanics 217, 106532, 2019
372019
Computational modeling of localized failure in solids: XFEM vs PF-CZM
JY Wu, JF Qiu, VP Nguyen, TK Mandal, LJ Zhuang
Computer Methods in Applied Mechanics and Engineering 345, 618-643, 2019
342019
Seismic fragility analysis of a typical Indian PHWR containment: comparison of fragility models
TK Mandal, S Ghosh, NN Pujari
Structural Safety 58, 11-19, 2016
322016
A phase-field regularized cohesive zone model for hydrogen assisted cracking
JY Wu, TK Mandal, VP Nguyen
Computer Methods in Applied Mechanics and Engineering 358, 112614, 2020
232020
A comparative study of seismic fragility estimates using different numerical methods
TK Mandal, NN Pujari, S Ghosh
4th ECCOMAS Thematic Conference on Computational Methods in Structural …, 2013
102013
Optimisation of IDA-based fragility curves
NN Pujari, TK Mandal, S Ghosh, S Lala
Safety, Reliab. Risk Life-Cycle Perform. Struct. Infrastructures-Proc. 11th …, 2013
72013
Evaluation of variational phase-field models for dynamic brittle fracture
TK Mandal, VP Nguyen, JY Wu
Enegineering Fracture Mechanics 235, 107169, 2020
52020
Jive: an open source, research-oriented C++ library for solving partial differential equations
C Nguyen-Thanh, VP Nguyen, A de Vaucorbeil, TK Mandal, JY Wu
Advances in Engineering Software 150, 102925, 2020
42020
Study on the strength of fly ash based geopolymer concrete
TK Mandal, S Ghosh, S Naik
Department of Civil Engineering, Jadavpur University, Kolkata-700032, 2010
4*2010
A length scale insensitive anisotropic phase field fracture model for hyperelastic composites
TK Mandal, VP Nguyen, JY Wu
International Journal of Mechanical Sciences 188, 105941, 2020
22020
Seismic fragility analysis of a primary containment structure using IDA
TK Mandal, S Ghosh, AS Pisharady
Proceedings of the International Symposium on Engineering under Uncertainty …, 2013
22013
A generalized particle in cell method for explicit solid dynamics
VP Nguyen, A de Vaucorbeil, C Nguyen-Thanh, TK Mandal
Computer Methods in Applied Mechanics and Engineering 371, 113308, 2020
12020
A length scale insensitive phase field model for brittle fracture of hyperelastic solids
TK Mandal, A Gupta, VP Nguyen, R Chowdhury, A Vaucorbeil
Engineering Fracture Mechanics 107169, 2020
12020
Comparative study of phase-field damage models for hydrogen assisted cracking
TK Mandal, VP Nguyen, JY Wu
Theoretical and Applied Fracture Mechanics 111, 102840, 2021
2021
Phase-Field Regularized Cohesive Zone Model: Recent Developments
TK Mandal, VP Nguyen, JY Wu
CFRAC-2019, Braunschweig, Germany, 2019
2019
A phase-field regularized cohesive zone model for ductile fracture
LJ Zhuang, TK Mandal, VP Nguyen, JY Wu
ICM13, Melbourne, Australia, 2019
2019
Static-soil structure interaction analysis of nuclear building supported on combined piled raft foundation system for a alluvial site
TK Mandal, G Patil, A Mondal, R Roy, A Srivastava
IASMiRT, 2017
2017
Analysis of a combined piled-raft system (CPRF) of a typical NPP safety related structure founded on alluvium soil
GR Patil, TK Mandal
International Geotechnical Engineering Conference on Sustainability in …, 2016
2016
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Articles 1–19