Crack Propagation Analysis of Synthetic vs. Steel vs. Hybrid Fibre-Reinforced Concrete Beams Using Digital Image Correlation Technique
Open Access
- 28 September 2020
- journal article
- research article
- Published by Springer Science and Business Media LLC in International Journal of Concrete Structures and Materials
- Vol. 14 (1), 1-19
- https://doi.org/10.1186/s40069-020-00427-8
Abstract
No abstract availableKeywords
Funding Information
- Ministry of Human Resource Development (UAY-2016-IITH_008)
This publication has 34 references indexed in Scilit:
- Fracture behavior of concrete beams reinforced with mixed long/short steel fibersConstruction and Building Materials, 2012
- An experimental investigation on the FPZ properties in concrete using digital image correlation techniqueEngineering Fracture Mechanics, 2011
- Post-cracking behaviour of steel and macro-synthetic fibre-reinforced concretesConstruction and Building Materials, 2011
- Toughness enhancement in steel fiber reinforced concrete through fiber hybridizationCement and Concrete Research, 2007
- Mechanical behaviors of concrete combined with steel and synthetic macro-fibersComputers & concrete, 2007
- Fracture behavior of concrete members reinforced with structural synthetic fibersEngineering Fracture Mechanics, 2007
- Quality assessment of speckle patterns for digital image correlationOptics and Lasers in Engineering, 2006
- Final recommendation of RILEM TC 162-TDF: Test and design methods for steel fibre reinforced concrete sigma-epsilon-design methodMaterials and Structures, 2003
- Flexural strain and crack width measurement of steel-fibre-reinforced concrete by optical grid and electrical gauge methodsCement and Concrete Research, 2001
- Mechanical properties of polypropylene fiber reinforced concrete and the effects of pozzolanic materialsCement and Concrete Composites, 1996