Reza et al., 2003 - Google Patents
Resistance changes during compression of carbon fiber cement compositesReza et al., 2003
- Document ID
- 1143035419153111293
- Author
- Reza F
- Batson G
- Yamamuro J
- Lee J
- Publication year
- Publication venue
- Journal of Materials in Civil Engineering
External Links
Snippet
The incorporation of a small volume of carbon fibers into a concrete mixture produces a strong and durable concrete and at the same time lends the product a smart material property. This intrinsic capability can be tapped by using simple electrical resistance …
- 239000004568 cement 0 title abstract description 16
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N33/00—Investigating or analysing materials by specific methods not covered by the preceding groups
- G01N33/38—Investigating or analysing materials by specific methods not covered by the preceding groups concrete; ceramics; glass; bricks
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/02—Details not specific for a particular testing method
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/0058—Kind of property studied
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Reza et al. | Resistance changes during compression of carbon fiber cement composites | |
| Bontea et al. | Damage in carbon fiber-reinforced concrete, monitored by electrical resistance measurement | |
| Chen et al. | Carbon fiber reinforced concrete for smart structures capable of non-destructive flaw detection | |
| Mudadu et al. | The effect of fiber orientation on the post-cracking behavior of steel fiber reinforced concrete under bending and uniaxial tensile tests | |
| Chen et al. | Concrete as a new strain/stress sensor | |
| Chen et al. | Carbon-fiber-reinforced concrete as an intrinsically smart concrete for damage assessment during dynamic loading | |
| Rapoport et al. | Permeability of cracked steel fiber-reinforced concrete | |
| US5817944A (en) | Composite material strain/stress sensor | |
| Fu et al. | Effect of curing age on the self-monitoring behavior of carbon fiber reinforced mortar | |
| Wen et al. | A comparative study of steel-and carbon-fibre cement as piezoresistive strain sensors | |
| Mudadu et al. | Post‐cracking behavior of polypropylene fiber reinforced concrete under bending and uniaxial tensile tests | |
| VISOKOZMOGLJIVEGA et al. | Fracture properties of plain and steel-polypropylene-fiber-reinforced high-performance concrete | |
| Zhou et al. | Influence of high water pressure on static and dynamic compressive strength of concrete | |
| Al-Dahawi | Effect of curing age on the self-sensing behavior of carbon-based engineered cementitious composites (ECC) under monotonic flexural loading scenario | |
| Xiao et al. | Self-monitoring properties of concrete columns with embedded cement-based strain sensors | |
| Yannopoulos | Variation of concrete crack widths through the concrete cover to reinforcement | |
| Sritharan et al. | Characterizing an ultra-high performance material for bridge applications under extreme loads | |
| Yang et al. | Prediction on concrete splitting strength from compressive strength of drilling‐core | |
| Gu et al. | Impedance characterization of microcracking behaviour in fibre-reinforced cement composites | |
| Kristiawan | Strength shrinkage and creep of concrete in tension and compression | |
| Wu et al. | Biaxial compression in carbon-fiber-reinforced mortar, sensed by electrical resistance measurement | |
| Torrenti et al. | Behaviour of steel-fibre-reinforced concretes under biaxial compression loads | |
| KR20210055986A (en) | An ultra high performance concrete durability monitoring system using self sensing ability | |
| Norris et al. | A torsion test to evaluate the deterioration of concrete due to alkali-aggregate reaction | |
| Chanvillard et al. | Fatigue flexural behaviour of pre-cracked specimens of Ductal® UHPFRC |