References of "Schneider, Ulrich"
     in
Bookmark and Share    
Full Text
Peer Reviewed
See detailNumerical Evaluation of Load induced Thermal Strain in restraint Structures compared with an Experimental Study on reinforced Concrete Columns
Schneider, Ulrich; Schneider, Martin; Franssen, Jean-Marc ULg

in Conference Proceedings Fire and Materials 2009 (2009)

Detailed reference viewed: 78 (9 ULg)
Full Text
See detailBaulicher Brandschutz
Schneider, Ulrich; Franssen, Jean-Marc ULg; Lebeda, Christian

Book published by Bauwerk Verlag, GmbH - 2nd edition (2008)

This book contains: fire safety concepts as a base for fire safety of building constructions; fire safety requirements ; etc

Detailed reference viewed: 104 (10 ULg)
Full Text
Peer Reviewed
See detailRecommendation of RILEM TC 200-HTC: Mechanical concrete properties at high temperatures-modelling and applications : Part I. General presentation
Schneider, Ulrich; Felicetti, Roberto; Debicki, Gérard et al

in Materials and Structures (2007), 40(9), 841-853

The new set of RILEM recommendations specifies test methodologies for determining the different mechanical properties of concrete at high temperatures. The new set of recommendations applies to all types ... [more ▼]

The new set of RILEM recommendations specifies test methodologies for determining the different mechanical properties of concrete at high temperatures. The new set of recommendations applies to all types of concrete used in construction, including high strength concrete. The recommendations specify that the environmental and testing conditions associated with service or accident conditions of structural concrete at high temperature need to be considered, while using these building materials for construction activities. The recommendations are also applicable to concrete in the temperature range of 20°C-750°C. The recommendations also contain several results of the experimental investigations conducted, to examine the behavior of concrete at high temperature that depend on test conditions. [less ▲]

Detailed reference viewed: 72 (2 ULg)
Full Text
Peer Reviewed
See detailComparison of an approximated method with FEA calculations for the evaluation of the fire resistance of concrete tunnel sections
Schneider, Ulrich; Schneider, Martin; Franssen, Jean-Marc ULg

in Proceedings of the International Workshop "Fire Design of Concrete Structures - From Materials Modelling to Structural Performance (2007, November)

Detailed reference viewed: 18 (1 ULg)
Full Text
Peer Reviewed
See detailPart 10: Restraint stress
Schneider, Ulrich; Felicetti, Roberto; Debicki, Gérard et al

in Materials and Structures (2005), 38

Detailed reference viewed: 26 (4 ULg)
Full Text
Peer Reviewed
See detailModulus of elasticity for service and accident conditions
Schneider, Ulrich; Schwesinger, P.; Debicki, Gérard et al

in Materials and Structures (2004), 37

Detailed reference viewed: 57 (2 ULg)
Full Text
Peer Reviewed
See detailRILEM Recommendations: Part 4: Tensile strength for service and accident conditions
Schneider, Ulrich; Schwesinger, P.; Debicki, Gérard et al

in Materials and Structures (2000), 33

Detailed reference viewed: 29 (2 ULg)
Full Text
Peer Reviewed
See detailPart 8: Steady-state creep and creep recovery for service and accident conditions
Schneider, Ulrich; Schwesinger, P.; Debicki, Gérard et al

in Materials and Structures (2000), 33

Detailed reference viewed: 27 (2 ULg)
Full Text
Peer Reviewed
See detailPart 9: Shrinkage for service and accident conditions
Schneider, Ulrich; Schwesinger, P.; Debicki, Gérard et al

in Materials and Structures (2000), 33

Detailed reference viewed: 14 (0 ULg)
Peer Reviewed
See detailRILEM Recommendations : Part 7: Transient Creep for service and accident conditions
Schneider, Ulrich; Schwesinger, P.; Debicki, Gérard et al

in Materials and Structures (1998), 31

Detailed reference viewed: 26 (2 ULg)
Peer Reviewed
See detailRILEM Recommendations : Part 6 – Thermal Strain
Schneider, Ulrich; Schwesinger, P.; Debicki, Gérard et al

in Materials and Structures (1997)

Detailed reference viewed: 42 (1 ULg)
Peer Reviewed
See detailInfluence of Stress History Function in the Schneider-Concrete-Model Under Fire Attack
Morita, Takeshi; Franssen, Jean-Marc ULg; Schneider, Ulrich

in Hasemi (Ed.) Proc. 5th Int. Symp. on Fire Safety Science (1997)

Detailed reference viewed: 25 (1 ULg)
Peer Reviewed
See detailCompressive strength for service and accident conditions
Schneider, Ulrich; Schwesinger, P.; Debicki, Gérard et al

in Materials and Structures (1995), 28(181), 410-414

Detailed reference viewed: 25 (1 ULg)
Peer Reviewed
See detailA concrete model considering the load history applied to centrally loaded columns under fire attack
Schneider, Ulrich; Morita, T.; Franssen, Jean-Marc ULg

in Proceedings of the fourth internatioanl symposium on fire safety science (1994)

A uniaxial constitutive model for concrete at elevated temperatures is presented. The model takes into account the effects of transient creep as well as the effects of the initial load level. It is based ... [more ▼]

A uniaxial constitutive model for concrete at elevated temperatures is presented. The model takes into account the effects of transient creep as well as the effects of the initial load level. It is based on experimental tests on concrete cylinders and is here validated by comparison with experimental test on short restrained columns. [less ▲]

Detailed reference viewed: 59 (2 ULg)