Permeability of Cracked Hybrid Fiber-Reinforced Mortar under Load

By J. Lawler, D. Zampini, Surendra P. Shah. 2002

188 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering, Environmental Engineering

View Paper: https://www.semanticscholar.org/paper/313ef1d0aec4e0650fc9d80f6b255a0fb900a94c

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In Building and Construction

In Civil and Structural Engineering

In Environmental Engineering

Citations in the corpus

Corrosion of steel bars embedded in fibre reinforced concrete under chloride attack: State of the art (2016, background): “[62, 63] evaluated the water permeability of fibre reinforced mortar and concrete subjected to tensile load.”
Flowability of fibre-reinforced concrete and its effect on the mechanical properties of the material (2010, background): “The fibres reduce the shrinkage, cracking and permeability of concrete [6–8].”
On Engineered Cementitious Composites (ECC) (2003, background): “There is increasing evidence that a crack width of 100 micron represents a threshold above which water flow through cracks becomes appreciable (Tsukamoto 1990; Wang et al. 1997; Lawler et al. 2002).”
High-performance fiber-reinforced concrete: a review (2016, background): “[367] Lawler JS, Zampini D, Shah SP (2002) Permeability of cracked hybrid fiber-reinforced mortar under load.”
Fiber synergy in Hybrid Fiber Reinforced Concrete (HyFRC) in flexure and direct shear (2014, background): “[17] S, P Hybridization was shown to reduced the permeability of cracked hybrid fiber reinforced mortar under load Banthia and Sheng [18] C, S In hybrids, steel fibers contributed to strengthening and carbon fiber to toughening Banthia and Soleimani [19] S, CMP, CIP, P Flexural toughness tests on no”
Toughness enhancement in steel fiber reinforced concrete through fiber hybridization (2007, background): “[15] tested permeability characteristics of cracked hybrid composites under tensile loading condition and demonstrated that fiber hybridization significantly increases the resistance to water ingress.”
Water permeability of engineered cementitious composites (2009, background): “Once cracked, the transport properties of concrete materials change drastically [7–10].”