Milan Veljkovic
Milan Veljkovic
Professor of Steel and Composite Structure, Delft University of Technology
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Cited by
Cited by
Bolted shear connectors vs. headed studs behaviour in push-out tests
M Pavlović, Z Marković, M Veljković, D Buđevac
Journal of Constructional Steel Research 88, 134-149, 2013
A comparison of the fatigue behavior between S355 and S690 steel grades
AMP de Jesus, R Matos, BFC Fontoura, C Rebelo, LS da Silva, ...
Journal of constructional steel research 79, 140-150, 2012
Light steel framing for residential buildings
M Veljkovic, B Johansson
Thin-walled structures 44 (12), 1272-1279, 2006
Design of hybrid steel girders
M Veljkovic, B Johansson
Journal of Constructional Steel Research 60 (3-5), 535-547, 2004
Three-dimensional fatigue crack propagation simulation using extended finite element methods for steel grades S355 and S690 considering mean stress effects
H Xin, JAFO Correia, M Veljkovic
Engineering Structures 227, 111414, 2021
Push-out tests on demountable shear connectors of steel-concrete composite structures
A Kozma, C Odenbreit, MV Braun, M Veljkovic, MP Nijgh
Structures 21, 45-54, 2019
Piezo-impedance transducers for residual fatigue life assessment of bolted steel joints
S Bhalla, PA Vittal, M Veljkovic
Structural Health Monitoring 11 (6), 733-750, 2012
Numerical assessment of T-stub component subjected to impact loading
J Ribeiro, A Santiago, C Rigueiro, P Barata, M Veljkovic
Engineering Structures 106, 450-460, 2016
Resistance of bolted shear connectors in prefabricated steel-concrete composite decks
M Pavlović
University of Belgrade, 2013
Push-out experiments of headed shear studs in group arrangements
M Spremic, Z Markovic, M Veljkovic, D Budjevac
Advanced steel construction 9 (2), 139-160, 2013
Full-scale experimental and numerical studies on compartment fire under low ambient temperature
A Byström, X Cheng, U Wickström, M Veljkovic
Building and Environment 51, 255-262, 2012
Residual stress effects on fatigue crack growth rate of mild steel S355 exposed to air and seawater environments
H Xin, M Veljkovic
Materials & Design 193, 108732, 2020
Effects of residual stresses on fatigue crack propagation of an orthotropic steel bridge deck
N van den Berg, H Xin, M Veljkovic
Materials & Design 198, 109294, 2021
Design of slip resistant lap joints with long open slotted holes
C Heistermann, M Veljkovic, R Simões, C Rebelo, LS Da Silva
Journal of Constructional Steel Research 82, 223-233, 2013
A design model for stainless steel box columns in fire
B Uppfeldt, TA Outinen, M Veljkovic
Journal of Constructional Steel Research 64 (11), 1294-1301, 2008
Ductile damage model calibration for high-strength structural steels
F Yang, M Veljkovic, Y Liu
Construction and Building Materials 263, 120632, 2020
Acoustic emission source location using Lamb wave propagation simulation and artificial neural network for I-shaped steel girder
L Cheng, H Xin, RM Groves, M Veljkovic
Construction and Building Materials 273, 121706, 2021
Fatigue crack initiation prediction using phantom nodes-based extended finite element method for S355 and S690 steel grades
H Xin, M Veljkovic
Engineering Fracture Mechanics 214, 164-176, 2019
Connections in towers for wind converters, part I: Evaluation of down-scaled experiments
M Pavlović, C Heistermann, M Veljković, D Pak, M Feldmann, C Rebelo, ...
Journal of Constructional Steel Research 115, 445-457, 2015
Behaviour and resistance of composite slabs
M Veljkovic
Tekniska Högskolan I Luleå. Luleå: Luleå University of Technology, 1996
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