Henrik Stang
Cited by
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Micromechanics of crack bridging in fibre-reinforced concrete
VC Li, H Stang, H Krenchel
Materials and structures 26 (8), 486-494, 1993
162-TDF (2001) Test and design methods for steel fibre reinforced concrete-Uni-axial tension test for steel fibre reinforced concrete
TC Rilem
Materials and Structures 34 (235), 3-6, 0
Structural testing and numerical simulation of a 34 m composite wind turbine blade
FM Jensen, BG Falzon, J Ankersen, H Stang
Composite structures 76 (1-2), 52-61, 2006
Interface property characterization and strengthening mechanisms in fiber reinforced cement based composites
VC Li, H Stang
Advanced cement based materials 6 (1), 1-20, 1997
Failure of fibre-reinforced composites by pull-out fracture
H Stang, SP Shah
Journal of materials science 21 (3), 953-957, 1986
Pullout problem: stress versus fracture mechanical approach
H Stang, Z Li, SP Shah
Journal of Engineering Mechanics 116 (10), 2136-2150, 1990
Tensile basic creep of early-age concrete under constant load
L Østergaard, DA Lange, SA Altoubat, H Stang
Cement and concrete research 31 (12), 1895-1899, 2001
Influence of cement particle‐size distribution on early age autogenous strains and stresses in cement‐based materials
DP Bentz, OM Jensen, KK Hansen, JF Olesen, H Stang, CJ Haecker
Journal of the American Ceramic Society 84 (1), 129-135, 2001
Microcracking in fiber reinforced concrete
B Mobasher, H Stang, SP Shah
Cement and Concrete Research 20 (5), 665-676, 1990
Monitoring reinforcement corrosion and corrosion-induced cracking using non-destructive x-ray attenuation measurements
A Michel, BJ Pease, MR Geiker, H Stang, JF Olesen
Cement and Concrete Research 41 (11), 1085-1094, 2011
Fatigue performance in flexure of fiber reinforced concrete
Z Jun, H Stang
Materials Journal 95 (1), 58-67, 1998
Early age fracture mechanics and cracking of concrete: Experiments and Modelling
L Østergaard
Technical University of Denmark, 2003
Fatigue life prediction of fiber reinforced concrete under flexural load
J Zhang, H Stang, VC Li
International Journal of Fatigue 21 (10), 1033-1049, 1999
RILEM TC 162-TDF: Test and design methods for steel fibre reinforced concrete'-sigma-epsilon-design method-Final Recommendation
L Vandewalle, D Nemegeer, L Balazs, B Barr, J Barros, P Bartos, ...
Materials and Structures 36 (262), 560-567, 2003
Applications of stress crack width relationship in predicting the flexural behavior of fibre-reinforced concrete
J Zhang, H Stang
Cement and Concrete research 28 (3), 439-452, 1998
Experimental investigation of the relation between damage at the concrete-steel interface and initiation of reinforcement corrosion in plain and fibre reinforced concrete
A Michel, AOS Solgaard, BJ Pease, MR Geiker, H Stang, JF Olesen
Corrosion Science 77, 308-321, 2013
Evaluation of crack width in FRC with conventional reinforcement
H Stang, T Aarre
Cement and Concrete Composites 14 (2), 1992
Experimental study on crack bridging in FRC under uniaxial fatigue tension
J Zhang, H Stang, VC Li
Journal of Materials in Civil Engineering 12 (1), 66-73, 2000
Anteroposterior and lateral spinal DXA for the assessment of vertebral body strength: comparison with hip and forearm measurement
K Bjarnason, C Hassager, OL Svendsen, H Stang, C Christiansen
Osteoporosis international 6 (1), 37-42, 1996
Extrusion of ECC-material
H Stang, VC Li
Proc. of High Performance Fiber Reinforced Cement Composites 3, 203-212, 1999
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