Polymer-modified hybrid micro-fiber cementitious composite material
A polymer-modified hybrid-fibers cementitious composition has a one-day compressive strength of at least approximately 17 MPa, a 28-day tensile strength of at least approximately 3.8 MPa, an ultimate tensile strain of approximately 3% to approximately 9%, and a 7-day bond strength of at least approximately 2.3 MPa. A binder of ordinary Portland cement, fly ash, and silica fume is provided. Other components include limestone powder, sand, superplasticizer, and water. The composition further includes one or more of styrene butadiene rubber or ethylene-vinyl acetate copolymer in an amount ranging between approximately 2% and approximately 8% by mass of binder. Fiber additives include steel fibers in an amount ranging between approximately 0.3% and approximately 3.0% by volume of the cementitious composition and polymer fibers in an amount less than approximately 1.0% by volume of the cementitious composition. Chamfers made of the composition are positioned at beam-column joints.
1. A polymer-modified, hybrid fibers cementitious composition having a one-day compressive strength of at least approximately 17 MPa, a 28-day tensile strength of at least approximately 3.8 MPa, an ultimate tensile strain ranging from approximately 3% to approximately 9%, and a 7-day bond strength of at least approximately 2.3 MPa, the composition comprising:
a binder including ordinary Portland cement, fly ash, and silica fume;
limestone powder;
sand;
superplasticizer; and
water;
the composition further including polymer additives comprising one or more of styrene butadiene rubber or ethylene-vinyl acetate copolymer in an amount ranging between approximately 2% and approximately 8% by mass of binder, and fiber additives comprising steel fibers in an amount ranging between approximately 0.3% and approximately 3.0% by volume of the cementitious composition and polymer fibers in an amount ranging between approximately 0.8% and approximately 1.0% by volume of the cementitious composition.
2. The polymer-modified, hybrid fibers cementitious composition as recited in claim 1 , wherein the fly ash is approximately 25% to approximately 35% by mass of the binder.
3. The polymer-modified, hybrid fibers cementitious composition as recited in claim 1 , wherein the silica fume is approximately 5% by mass or less of the binder.
4. The polymer-modified, hybrid fibers cementitious composition as recited in claim 1 , wherein the steel fibers have a diameter of at least approximately 160 microns.
5. The polymer-modified, hybrid fibers cementitious composition as recited in claim 1 , wherein the polymer fibers have a diameter of approximately 0.025 mm or less.
6. The polymer-modified, hybrid fibers cementitious composition as recited in claim 1 , wherein the superplasticizer is a polycarboxylate-based superplasticizer.
7. The polymer-modified, hybrid fibers cementitious composition as recited in claim 1 , wherein the steel fibers are copper-coated steel fibers.
8. The polymer-modified, hybrid fibers cementitious composition as recited in claim 1 , wherein the steel fibers have an average length greater than approximately 13 mm.