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Engineered cementitious composite Totally Explained
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Everything about Engineered Cementitious Composite totally explainedEngineered Cementitious Composite, (ECC) is an easily molded and shaped mortar based composite reinforced with short random fibers, usually polymer fibers.
ECC, unlike common fiber reinforced concrete, is a micromechanically designed material. This means that the mechanical interactions between ECC's fiber, and matrix are taken into account by a micromechanical model which calculates these elemental properties into a strong and flexible composite material. ECC is made using the same ingredients of regular concrete but without the use of coarse aggregate.
The University of Michigan has a research team whose ECC technology has been used on projects in Japan, Korea, Switzerland, Australia and the U.S.
It has had a relatively slow adoption in the U.S. according to Professor Victor C. Li, who is the leader of U-M’s research team that's developing its own ECC. Traditional concrete's many problems: lack of durability, failure under severe strain, and the resulting expenses of repair, have been a pushing factor in the devolpment of ECC.
Comparison to other composite materials
| Properties |
FRC |
Common HPFRCC |
ECC |
| Design Methodology |
N.A. |
Use high Vf |
Micromechanics based, minimize Vf for cost and processibility |
| Fiber |
Any type, Vf usually less than 2%; df for steel ~ 500 micrometre |
Mostly steel, Vf usually > 5%; df ~ 150 micrometre |
Tailored, polymer fibers, Vf usually less than 2%; df < 50 micrometre |
| Matrix |
Coarse aggregates |
Fine aggregates |
Controlled for matrix toughness, flaw size; fine sand |
| Interface |
Not controlled |
Not controlled |
Chemical and frictional bonds controlled for bridging properties |
| Mechanical Properties |
Strain-softening: |
Strain-hardening: |
Strain-hardening:
|
| Tensile strain |
0.1% |
<1.5% |
>3% (typical); 8% max |
| Crack width |
Unlimited |
Typically several hundred micrometres, unlimited beyond 1.5% strain |
Typically < 100 micrometres during strain-hardening |
Note: FRC=Fiber-Reinforced Cement. HPFRCC=High-Performance Fiber Reinforced Cementitious Composites
Further Information
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