Fiber Reinforced Cementitious Composites

7/16/99


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Table of Contents

Fiber Reinforced Cementitious Composites

Scope of Presentation

Historical Perspective

Fiber Reinforced Concrete

Areas of Application of FRC materials

Properties of Various Fiber types

Hatscheck Method

GFRC Panel Details

Other GFRC projects in California

Experimental Aging Data-Tension Test results

Nature & Role of Interface

Microstructure of CSH

Glass Fiber reinforced Paste

Polypropylene Reinforced paste

Crack Deflection Toughening

Composites with ductile and brittle matrices

Composite Stress-Strain

Reinforcement Due to Short Fibers

Toughening Due to Long Fibers

Stages of Distributed microcracking

Reducing the fiber spacing increases the Tensile Strength [Romualdi & Batson, 1963]

Toughness

Effect of Fiber aspect ratio on the ductility of steel fiber concrete in compression

Increasing the Ductility of High Strength Concrete

Voigt Model- (Parallel, Iso-strain model)

Voigt Model- (Parallel, Iso-strain model)

Conventional Strength Theories

Case 1- Matrix and Fiber have the same ultimate strain

Case 2a- Matrix and Fiber with different ultimate strain, i.e. Ductile matrix

Elastic Fiber and Elastic Matrix

Fiber Fails first, matrix carries the load

Matrix Fails first, load is distributed to fiber

Composite Response, Vf < Vcrit & emu < efu

Composite Response, Vf > Vcrit & emu < efu

Effect of Fiber Length

Average Fiber stress Effect of Fiber Length efficiency

ACI based Design Equations

Short Fiber Composite systems

SFRC Mix Design

Mix Design

High Energy Shear Mixing Techniques

Carbon Fiber Composites

Closed Loop Control Flexural Test

Closed Loop Control Tension Test

Fiber Pullout

Strengthening With Carbon Fibers

Toughening-Polypropylene Fiber Composites

Cyclic Loading Unloading Tests - Brittle Carbon fibers

Fracture Process in LEFM

Three-Point bending Specimen

Compliance based single parameter models

Compliance vs. crack length

Relationship between Stress intensity factor and strain energy release rate

Compliance Measurements

Effective Crack Length

Stress Intensity Factor

R-Curve Definition

Unloading Compliance

Experimental R-Curve Elastic Analysis

Modeling- Analytical, Fracture Mechanics & FEM

Coupled problem of matrix and interface crack growth

Modeling of Fiber Pullout-FEM Model

Comparison of Fiber Pull out Models with Experimental Results

Effect of fiber volume fraction

Model Predictions for Effect of Fiber Length in FRC Composites

Modeling of SFRC

Effect of Fiber Volume Fraction on the Load-Deflection Response

New Manufacturing Techniques for FRC Materials

Filament Winding Setup

Mold for a Cross ply laminate

Unidirectional Lamina, 3-0 degree plies, 50 MPa (7000 psi) Tensile Strength

Energy Absorption

Polypropylene Based laminates with Vf =7% result in 8% Elongation!

Lamina stacking optimization for strength and toughness

Theoretical modeling for design and analysis of composite laminates based on solid mechanics

Extrusion set up

Extruded Composites

Compression Molding

Comparison of Fracture Test for Extrusion and Compression molded Composites

Innovative FRC Materials-SIFCON

Reactive Powder Concrete

Innovative FRC Materials- Porosity vs. Strength

Conclusions

Author: Barzin Mobasher

Email: barzin@asu.edu

Home Page: http://ceaspub.eas.asu.edu/cement