An inverse analysis method for multi-linear tensile stress-crack opening relationship of 3D/4D/5D steel fiber reinforced concrete
- 1 November 2021
- journal article
- research article
- Published by Elsevier in Construction and Building Materials
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China
This publication has 42 references indexed in Scilit:
- Prediction of fracture parameters and strain-softening behavior of concrete: effect of frost actionMaterials and Structures, 2013
- Investigation on stress-crack opening relationship of engineered cementitious composites using inverse approachCement and Concrete Research, 2011
- Predicting the pullout response of inclined hooked steel fibersCement and Concrete Research, 2010
- Inverse analysis of the wedge-splitting testEngineering Fracture Mechanics, 2008
- R-curve behavior in notched beam tests of rocksEngineering Fracture Mechanics, 2002
- Analysis of crack propagation in strain-softening beamsEngineering Fracture Mechanics, 2002
- Recommendations of RILEM TC 162-TDF: Test and design methods for steel fibre reinforced concrete Design of steel fibre reinforced concrete using the sigma-epsilon method: principles and applicationsMaterials and Structures, 2002
- Recommendations of RILEM TC 162-TDF: Test and design methods for steel fibre reinforced concrete Uni-axial tension test for steel fibre reinforced concreteMaterials and Structures, 2001
- Applications of Stress Crack Width Relationship in Predicting the Flexural Behavior of Fibre-Reinforced ConcreteCement and Concrete Research, 1998
- Determination of the fracture energy of mortar and concrete by means of three-point bend tests on notched beamsMaterials and Structures, 1985