References of "Morris, W. A"
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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 ▲]

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See detailRecommendation of RILEM TC 200-HTC: mechanical concrete properties at high temperatures-modelling and aplpications. Part 2: Stress-strain relation
Schneider, U; Felicetti, R; Diederichs, U 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 ▲]

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See detailModulus of elasticity for service and accident conditions
Schneider, Ulrich; Schwesinger, P.; Debicki, Gérard et al

in Materials and Structures (2004), 37

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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

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See detailPart 9: Shrinkage for service and accident conditions
Schneider, Ulrich; Schwesinger, P.; Debicki, Gérard et al

in Materials and Structures (2000), 33

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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

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See detailRILEM Recommendations : Part 6 – Thermal Strain
Schneider, Ulrich; Schwesinger, P.; Debicki, Gérard et al

in Materials and Structures (1997)

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