josko ozbolt
josko ozbolt
Professor, University of Stuttgart, Germany & University of Rijeka, Croatia
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Cited by
Cited by
Nonlocal microplane model for fracture, damage, and size effect in structures
ZP Baz a ˇ nt, J Ožbolt
Journal of Engineering Mechanics 116 (11), 2485-2505, 1990
Microplane model for concrete with relaxed kinematic constraint
J Ožbolt, Y Li, I Kožar
International Journal of Solids and Structures 38 (16), 2683-2711, 2001
Numerical smeared fracture analysis: Nonlocal microcrack interaction approach
J Ožbolt, ZP Bažant
International Journal for Numerical Methods in Engineering 39 (4), 635-661, 1996
Microplane model for cyclic triaxial behavior of concrete
J Ožbolt, ZP Bažant
Journal of engineering mechanics 118 (7), 1365-1386, 1992
Fracture size effect: review of evidence for concrete structures
ZP Bažant, J Ožbolt, R Eligehausen
Journal of structural engineering 120 (8), 2377-2398, 1994
Dynamic fracture of concrete–compact tension specimen
J Ožbolt, A Sharma, HW Reinhardt
International journal of solids and structures 48 (10), 1534-1543, 2011
Bond characteristics of carbon, alkali resistant glass, and aramid textiles in mortar
S Xu, M Krüger, HW Reinhardt, J Ožbolt
Journal of materials in civil engineering 16 (4), 356-364, 2004
Modelling the effect of damage on transport processes in concrete
J Ožbolt, G Balabanić, G Periškić, M Kušter
Construction and Building Materials 24 (9), 1638-1648, 2010
3D Numerical modelling of steel corrosion in concrete structures
J Ožbolt, G Balabanić, M Kušter
Corrosion science 53 (12), 4166-4177, 2011
Influence of loading rate on concrete cone failure
J Ožbolt, KK Rah, D Meštrović
International Journal of Fracture 139 (2), 239-252, 2006
Permeability measurement on high strength concrete without and with polypropylene fibers at elevated temperatures using a new test setup
J Bošnjak, J Ožbolt, R Hahn
Cement and Concrete Research 53, 104-111, 2013
Dynamic fracture of concrete compact tension specimen: Experimental and numerical study
J Ožbolt, J Bošnjak, E Sola
International Journal of Solids and Structures 50 (25-26), 4270-4278, 2013
Modeling damage in concrete caused by corrosion of reinforcement: coupled 3D FE model
J Ožbolt, F Oršanić, G Balabanić, M Kušter
International journal of fracture 178 (1-2), 233-244, 2012
Tensile behavior of concrete under high loading rates
J Ožbolt, A Sharma, B İrhan, E Sola
International Journal of Impact Engineering 69, 55-68, 2014
Modeling pull-out resistance of corroded reinforcement in concrete: Coupled three-dimensional finite element model
J Ožbolt, F Oršanić, G Balabanić
Cement and Concrete Composites 46, 41-55, 2014
Numerical simulation of reinforced concrete beams with different shear reinforcements under dynamic impact loads
J Ožbolt, A Sharma
International journal of impact engineering 38 (12), 940-950, 2011
Comparative studies of 3D‐constitutive models for concrete: application to mixed‐mode fracture
P Pivonka, J Ožbolt, R Lackner, HA Mang
International Journal for Numerical Methods in Engineering 60 (2), 549-570, 2004
3D FE analysis of anchor bolts with large embedment depths
J Ožbolt, R Eligehausen, G Periškić, U Mayer
Engineering Fracture Mechanics 74 (1-2), 168-178, 2007
3D numerical analysis of reinforced concrete beams exposed to elevated temperature
J Ožbolt, J Bošnjak, G Periškić, A Sharma
Engineering Structures 58, 166-174, 2014
Design for SLS according to fib Model Code 2010
GL Balázs, P Bisch, A Borosnyói, O Burdet, C Burns, F Ceroni, ...
Structural Concrete 14 (2), 99-123, 2013
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