Christian Louter
Christian Louter
Professor of Structural Design & Building Engineering at TU Delft
Verified email at - Homepage
Cited by
Cited by
Guidance for European structural design of glass components
M Feldmann, R Kasper, B Abeln, P Cruz, J Belis, J Beyer
Publications Office of the European Union, 1-196, 2014
Structural response of SG-laminated reinforced glass beams; experimental investigations on the effects of glass type, reinforcement percentage and beam size
C Louter, J Belis, F Veer, JP Lebet
Engineering Structures 36, 292-301, 2012
Durability of SG-laminated reinforced glass beams: Effects of temperature, thermal cycling, humidity and load-duration
C Louter, J Belis, F Veer, JP Lebet
Construction and building materials 27 (1), 280-292, 2012
Long-term laminated glass four point bending test with PVB, EVA and SG interlayers at different temperatures
T Serafinavičius, JP Lebet, C Louter, T Lenkimas, A Kuranovas
Procedia Engineering 57, 996-1004, 2013
Fragile yet ductile: Structural aspects of reinforced glass beams
PC Louter
Experimental and analytical assessment of lateral torsional buckling of laminated glass beams
J Belis, C Bedon, C Louter, C Amadio, R Van Impe
Engineering Structures 51, 295-305, 2013
Exploratory numerical analysis of SG-laminated reinforced glass beam experiments
C Bedon, C Louter
Engineering Structures 75, 457-468, 2014
The mechanical behaviour of SentryGlas^{\ circledR} ionomer and TSSA silicon bulk materials at different temperatures and strain rates under uniaxial tensile stress state
M Santarsiero, C Louter, A Nussbaumer
Glass Structures & Engineering, 1-21, 2016
Exploratory experimental investigations on post-tensioned structural glass beams
C Louter, J Cupać, JP Lebet
Journal of Facade Design and Engineering 2 (1-2), 3-18, 2014
Structural glass beams with embedded GFRP, CFRP or steel reinforcement rods: Comparative experimental, analytical and numerical investigations
C Bedon, C Louter
Journal of Building Engineering 22, 227-241, 2019
Laminated connections for structural glass applications under shear loading at different temperatures and strain rates
M Santarsiero, C Louter, A Nussbaumer
Construction and Building Materials 128, 214-237, 2016
Experimental validation of edge strength model for glass with polished and cut edge finishing
M Vandebroek, J Belis, C Louter, G Van Tendeloo
Engineering Fracture Mechanics 96, 480-489, 2012
Finite-element numerical simulation of the bending performance of post-tensioned structural glass beams with adhesively bonded cfrp tendons
C Bedon, C Louter
American Journal of Engineering and Applied Sciences 9 (3), 680-691, 2016
Laminated connections for structural glass components: a full-scale experimental study
M Santarsiero, C Louter, A Nussbaumer
Glass Structures & Engineering 2 (1), 79-101, 2017
Experimental and numerical analysis of thick embedded laminated glass connections
M Santarsiero, C Bedon, C Louter
Composite Structures 188, 242-256, 2018
Size effect model for the edge strength of glass with cut and ground edge finishing
M Vandebroek, C Louter, R Caspeele, F Ensslen, J Belis
Engineering structures 79, 96-105, 2014
Reinforced glass cantilever beams
C Louter, J Belis, FP Bos, FA Veer, GJ Hobbelman
Glass Processing Days, Tampere. Finland, 2005
Integrating multi-functional space and long-span structure in the early design stage of indoor sports arenas by using parametric modelling and multi-objective optimization
W Pan, M Turrin, C Louter, S Sariyildiz, Y Sun
Journal of Building Engineering 22, 464-485, 2019
Numerical investigation on structural glass beams with GFRP-embedded rods, including effects of pre-stress
C Bedon, C Louter
Composite Structures 184, 650-661, 2018
Numerical analysis of glass-FRP post-tensioned beams–Review and assessment
C Bedon, C Louter
Composite Structures 177, 129-140, 2017
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