Toughness enhancement and equivalent initial fracture toughness of cementitious composite reinforced with aligned steel fibres

No abstract is available for this paper.

• Publication year

  2019

• Venue

  Fatigue & Fracture of Engineering Materials & Structures

• Publication date

  2019-07-19

• Fields of study

  Materials Science, Engineering

• Identifiers
  DOI 10.1111/FFE.13102
• External record

  Open on Semantic Scholar

• Source metadata

  Semantic Scholar

• No claims are published for this paper.

• No concepts are published for this paper.

• Aligning steel fibers in cement mortar using electro-magnetic field

  2017cited by this paper
• A simplified extreme method for determining double-K fracture parameters of concrete using experimental peak load

  2017cited by this paper
• The Double-K Fracture Criterion of Steel Fiber Reinforced Concrete

  2016cited by this paper
• A two-phase material approach to model steel fibre reinforced self-compacting concrete in panels

  2016cited by this paper
• Tensile stress–crack width law for steel fibre reinforced self-compacting concrete obtained from indirect (splitting) tensile tests

  2015cited by this paper
• Electromagnetic quality control of steel fiber concrete

  2014cited by this paper
• Determination of double-K fracture parameters of concrete using peak load method

  2014cited by this paper
• An approximate solution for the plane stress mode I crack interacting with an inclusion of arbitrary shape

  2014cited by this paper
• Relation between fibre distribution and post-cracking behaviour in steel fibre reinforced self-compacting concrete panels

  2013cited by this paper
• A comparative study on five approaches to evaluate double-K fracture toughness parameters of concrete and size effect analysis

  2011cited by this paper
• The relation between fiber orientation and tensile behavior in an Ultra High Performance Fiber Reinforced Cementitious Composites (UHPFRCC)

  2011cited by this paper
• Evaluation of fracture parameters of concrete from bending test using inverse analysis approach

  2010cited by this paper
• Determining the double‐K fracture parameters for three‐point bending notched concrete beams using weight function

  2010cited by this paper
• Effects of steel fiber addition on mechanical properties of concrete and RC beams

  2007cited by this paper
• Cohesive zone and crack–resistance (R)-curve of cementitious materials and their fibre-reinforced composites

  2002cited by this paper
• The Stress Analysis of Cracks Handbook, Third Edition

  2000cited by this paper
• Determination of double-K criterion for crack propagation in quasi-brittle fracture, Part II: Analytical evaluating and practical measuring methods for three-point bending notched beams

  1999cited by this paper
• Determination of double-Determination of double-K criterion for crack propagation in quasi-brittle fracture Part I: experimental investigation of crack propagation

  1999cited by this paper
• Determination of double-K criterion for crack propagation in quasi-brittle fracture, Part III: Compact tension specimens and wedge splitting specimens

  1999cited by this paper
• Influence of fiber bridging on structural size-effect

  1998cited by this paper
• Effects of fiber length and fiber orientation distributions on the tensile strength of short-fiber-reinforced polymers

  1996cited by this paper
• Toughness Characterization of Steel‐Fiber Reinforced Concrete

  1994cited by this paper
• Determination of the first-crack strength and flexural toughness of steel fiber-reinforced concrete

  1994cited by this paper
• Postcrack Scaling Relations for Fiber Reinforced Cementitious Composites

  1992cited by this paper
• Crack growth resistance curves in strain-softening materials

  1986cited by this paper
• Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements

  1976cited by this paper

• Dynamic compressive properties of 2D-aligned steel fiber reinforced cement-based composites

  2024cites this paper
• Introducing a novel LLD-CMOD equivalence fracture model for quasi-brittle materials exposed to three-point bending

  2024cites this paper
• Machine Learning-based Prediction of Torsional Behavior for Ultra-high-performance Concrete Beams with Variable Cross-Sectional Shapes

  2024cites this paper
• Study on the Dynamic Fracture Properties of Defective Basalt Fiber Concrete Materials Under a Freeze–Thaw Environment

  2024cites this paper
• Flexural properties of a 2D-distributed steel fiber reinforced cement-based composite two-way slab

  2023cites this paper
• A Study on the Applicability of Waste Glass Wool and Waste Mineral Wool as Fiber Reinforcement

  2023cites this paper
• Investigation on crack extension resistance curve of aligned steel fiber‐reinforced cement‐based composites

  2023cites this paper
• Research progress on aligned fiber reinforced cement-based composites

  2023cites this paper
• A novel model for determining the strength and fracture parameters of Q235 steel using double symmetrical edges notched specimens

  2023cites this paper
• Determination of equivalent fracture toughness and tensile strength of steel fibre reinforced cementitious composite based on boundary effect model

  2023cites this paper
• Preparation and fracture behavior of annularly aligned steel fiber reinforced cementitious composite: Experiment and simulation

  2023cites this paper
• Definition of mode-I fracture behaviour of plain and fiber reinforced various grades of concretes by digital image analysis

  2023cites this paper
• Fatigue life and fracture behaviors of aligned steel fiber reinforced cementitious composites (ASFRC)

  2023cites this paper
• The double-K Fracture Model: A State-of-the-Art Review

  2022cites this paper
• Effectiveness of hybrid steel-basalt fiber reinforced concrete under compression

  2022cites this paper
• Torsional behavior of ultra-high performance concrete (UHPC) rectangular beams without steel reinforcement: Experimental investigation and theoretical analysis

  2022cites this paper
• Improving reinforcement of cement-based composite continuous beam using adaptively distributed steel fibers

  2022cites this paper
• A simple fracture model for dam concrete based on the Fuller and Thompson formula

  2022cites this paper
• Design, preparation and mechanical properties of full-field aligned steel fiber reinforced cementitious composite

  2021cites this paper
• Efficiency of basalt fiber length and content on mechanical and microstructural properties of hybrid fiber concrete

  2021cites this paper
• Investigation of mixed-mode fracture of aligned steel fibre reinforced cementitious composites

  2021cites this paper
• Investigation on multi-cracks initiation and propagation of fiber reinforced concrete in restrained shrinkage ring tests

  2021cites this paper
• Optimization of calcium carbonate whisker reinforced cement paste for rheology and fracture properties using response surface methodology

  2021cites this paper
• Experimental investigations on fracture parameters of random and aligned steel fiber reinforced cementitious composites

  2021cites this paper
• An analytical non-linear hinge model for predicting the fracture processes of cementitious composites

  2019cites this paper