  Recommendation of RILEM TC 200-HTC: Mechanical concrete properties at high temperatures-modelling and applications : Part I. General presentation; ; 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: 23 (2 ULg)Recommendation of RILEM TC 200-HTC: mechanical concrete properties at high temperatures-modelling and aplpications. Part 2: Stress-strain relation; ; et al in Materials and Structures (2007), 40 This recommendation is valid for structural applications of concrete under service and accident conditions. This document presents test parameters (material and environmental) and tests procedures for ... [more ▼] This recommendation is valid for structural applications of concrete under service and accident conditions. This document presents test parameters (material and environmental) and tests procedures for determining the stress-strain relation of concrete at constant temperature T,max after first heating or after cooling from T,max to ambient. [less ▲] Detailed reference viewed: 17 (0 ULg)Modulus of elasticity for service and accident conditions; ; et al in Materials and Structures (2004), 37 Detailed reference viewed: 43 (2 ULg)Part 8: Steady-state creep and creep recovery for service and accident conditions; ; et al in Materials and Structures (2000), 33 Detailed reference viewed: 19 (2 ULg)Part 9: Shrinkage for service and accident conditions; ; et al in Materials and Structures (2000), 33 Detailed reference viewed: 8 (0 ULg)RILEM Recommendations : Part 7: Transient Creep for service and accident conditions; ; et al in Materials and Structures (1998), 31 Detailed reference viewed: 16 (2 ULg)RILEM Recommendations : Part 6 – Thermal Strain; ; et al in Materials and Structures (1997) Detailed reference viewed: 28 (1 ULg) |
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