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Part III of this three-part paper about CARDIFRC®, a class of high performance short steel fibre-reinforced cementitious composites (HPFRCCs), deals with the measurement of the tensile response of CARDIFRC® mixes on a specially developed specimen geometry and loading arrangement. It also compares the measured mechanical properties (Young's modulus, E, compressive strength, fc, tensile strength, ft, specific fracture energy, GF) with the theoretically predicted values using micromechanical relations.
Keywords:
concrete
© 2005 Thomas Telford Ltd
2005
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