Design of Concrete Mixes for Minimum Brittleness

Lange-Kornbak, D.

doi:10.1016/1065-7355(96)00021-1

Cited by 8 publications

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“…Tests showed that the mixture has a smaller strain hardening region than expected. [6][7][8] This is attributed to the reduced number of microcracks formed in the material prior to the formation of a macrocrack.…”

Section: Discussionmentioning

confidence: 99%

CARDIFRC^® – Development and mechanical properties. Part III: Uniaxial tensile response and other mechanical properties

Benson

Karihaloo

2005

Magazine of Concrete Research

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Part III of this three-part paper about CARDIFRC 1 , a class of high performance short steel fibre-reinforced cementitious composites (HPFRCCs), deals with the measurement of the tensile response of CARDIFRC 1 mixes on a specially developed specimen geometry and loading arrangement. It also compares the measured mechanical properties (Young's modulus, E, compressive strength, f c , tensile strength, f t , specific fracture energy, G F ) with the theoretically predicted values using micromechanical relations.

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Section: Discussionmentioning

confidence: 99%

CARDIFRC^® – Development and mechanical properties. Part III: Uniaxial tensile response and other mechanical properties

Benson

Karihaloo

2005

Magazine of Concrete Research

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“…These were developed in [7] using micro-mechanical principles. The constitutive relations formed the constraints in the optimization problem [8]. The method of the production of CARDIFRC and its mechanical and fracture properties were reported in a series of papers [9][10][11].…”

Section: Introductionmentioning

confidence: 99%

Mechanical and fracture properties of a self-compacting version of CARDIFRC Mix II

Al-Azzawi

Karihaloo

2017

Sādhanā

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CARDIFRC is the trade name of two main groups of ultra-high performance fibre-reinforced concrete mixes-Mixes I and II-differing primarily in the maximum size of quartz sand used (0.6 mm in Mix I, and 2 mm in Mix II). In this paper, the conversion of CARDIFRC Mix II to a self-compacting and industrially competitive ultra-high performance fibre-reinforced concrete (UHPFRC) is described. A full mechanical and fracture characterisation (i.e. size-independent fracture energy and the corresponding bi-linear stress-crack opening relationship) of this UHPFRC is provided.

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Interpretation of aggregate volume fraction effects on fracture behavior of concrete

Akcay

Ozbek

Bayramov

et al. 2012

Construction and Building Materials

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Design of Concrete Mixes for Minimum Brittleness

Cited by 8 publications

References 0 publications

CARDIFRC^® – Development and mechanical properties. Part III: Uniaxial tensile response and other mechanical properties

CARDIFRC^® – Development and mechanical properties. Part III: Uniaxial tensile response and other mechanical properties

Mechanical and fracture properties of a self-compacting version of CARDIFRC Mix II

Interpretation of aggregate volume fraction effects on fracture behavior of concrete

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Design of Concrete Mixes for Minimum Brittleness

Cited by 8 publications

References 0 publications

CARDIFRC® – Development and mechanical properties. Part III: Uniaxial tensile response and other mechanical properties

CARDIFRC® – Development and mechanical properties. Part III: Uniaxial tensile response and other mechanical properties

Mechanical and fracture properties of a self-compacting version of CARDIFRC Mix II

Interpretation of aggregate volume fraction effects on fracture behavior of concrete

Contact Info

Product

Resources

About

CARDIFRC^® – Development and mechanical properties. Part III: Uniaxial tensile response and other mechanical properties

CARDIFRC^® – Development and mechanical properties. Part III: Uniaxial tensile response and other mechanical properties