Túlio Nogueira Bittencourt
Túlio Nogueira Bittencourt
Professor Titular de Sistemas e Materiais Estruturais - Structural Engineering - Escola Politécnica
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Cited by
Cited by
Quasi-automatic simulation of crack propagation for 2D LEFM problems
TN Bittencourt, PA Wawrzynek, AR Ingraffea, JL Sousa
Engineering Fracture Mechanics 55 (2), 321-334, 1996
Fatigue life and crack path predictions in generic 2D structural components
ACO Miranda, MA Meggiolaro, JTP Castro, LF Martha, TN Bittencourt
Engineering Fracture Mechanics 70 (10), 1259-1279, 2003
2D mesoscale model for concrete based on the use of interface element with a high aspect ratio
EA Rodrigues, OL Manzoli, LAG Bitencourt Jr, TN Bittencourt
International Journal of Solids and Structures 94, 112-124, 2016
A coupling technique for non-matching finite element meshes
LAG Bitencourt Jr, OL Manzoli, PGC Prazeres, EA Rodrigues, ...
Computer methods in applied mechanics and engineering 290, 19-44, 2015
Ultra High-Performance Fiber-Reinforced Concrete (UHPFRC): a review of material properties and design procedures
TET Buttignol, J Sousa, TN Bittencourt
Revista IBRACON de estruturas e materiais 10 (4), 957-971, 2017
Numerical modeling of steel fiber reinforced concrete with a discrete and explicit representation of steel fibers
LAG Bitencourt Jr, OL Manzoli, TN Bittencourt, FJ Vecchio
International Journal of Solids and Structures 159, 171-190, 2019
An adaptive concurrent multiscale model for concrete based on coupling finite elements
EA Rodrigues, OL Manzoli, LAG Bitencourt Jr, TN Bittencourt, M Sánchez
Computer Methods in Applied Mechanics and Engineering 328, 26-46, 2018
Fatigue crack propagation under complex loading in arbitrary 2D geometries
ACO Miranda, MA Meggiolaro, JTP Castro, LF Martha, TN Bittencourt
Applications of Automation Technology in Fatigue and Fracture Testing and …, 2002
Adaptable Strut-and-Tie Model for Design and Verification of Four-Pile Caps.
R Souza, D Kuchma, JW Park, T Bittencourt
ACI Structural journal 106 (2), 2009
Computer simulation of linear and nonlinear crack propagation in cementitious materials
TN Bittencourt
Cornell University, 1993
Validation of a vertical train–track–bridge dynamic interaction model based on limited experimental data
LR Ticona Melo, D Ribeiro, R Calçada, TN Bittencourt
Structure and Infrastructure Engineering 16 (1), 181-201, 2020
Simulation of arbitrary, cohesive crack propagation
TN Bittencourt, AR Ingraffea, J Llorca
Fracture mechanics of concrete structures, 339-350, 2003
Dynamic analysis of the train-bridge system considering the non-linear behaviour of the track-deck interface
LRT Melo, J Malveiro, D Ribeiro, R Calçada, T Bittencourt
Engineering Structures 220, 110980, 2020
Concreto estrutural: análise e dimensionamento de elementos com descontinuidades
RA Souza, TN Bittencourt
R-curve behavior in notched beam tests of rocks
LET Ferreira, TN Bittencourt, J Sousa, R Gettu
Engineering fracture mechanics 69 (17), 1845-1852, 2002
Running safety evaluation of a train moving over a high-speed railway viaduct under different track conditions
MA Peixer, PA Montenegro, H Carvalho, D Ribeiro, TN Bittencourt, ...
Engineering Failure Analysis 121, 105133, 2021
Dynamic response of a railway bridge to heavy axle-load trains considering vehicle–bridge interaction
LR Ticona Melo, TN Bittencourt, D Ribeiro, R Calçada
International Journal of Structural Stability and Dynamics 18 (01), 1850010, 2018
Smeared crack models for reinforced concrete beams by finite element method
RCG Menin, LM Trautwein, TN Bittencourt
Revista IBRACON de Estruturas e Materiais 2, 166-200, 2009
Three-dimensional influence coefficient method for cohesive crack simulations
JH Hanson, TN Bittencourt, AR Ingraffea
Engineering Fracture Mechanics 71 (15), 2109-2124, 2004
Comparison of mixed-mode stress-intensity factors obtained through displacement correlation, J-integral formulation, and modified crack-closure integral
TN Bittencourt, A Barry, AR Ingraffea
ASTM special technical publication 1131, 69-69, 1992
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