1 |
Farhat, F. A., Nicolaides, D., Kanellopoulos, A., & Karihaloo, B. L. (2007). High performance fiber-reinforced cementitious composite (CARDIFRC)-performance and application to retrofitting. Engineering Fracture Mechanics, 74, 151-167.
DOI
|
2 |
Japan Society of Civil Engineers (JSCE). (2004). Recommendations for Design and Construction of Ultra-High Strength Fiber Reinforced Concrete Structures, draft.
|
3 |
Khuntia, M., Stojadinovic, B., & Goel, S. C. (1999). Shear strength of normal and high-strength fiber reinforced concrete beams without stirrups. ACI Structural Journal, 96(2), 282-289.
|
4 |
ACI Committee 318. (2014). Building Code Requirements for Structural Concrete (ACI 318M-14) and Commentary (318R-14). Farmington Hills, MI: American Concrete Institute.
|
5 |
Mansur, M. A., Ong, K. C. G., & Paramsivam, P. (1986). Shear strength of fibrous concrete beams without stirrups. Journal of Structural Engineering ASCE, 112(9), 2066-2079.
DOI
|
6 |
Korea Concrete Institute. (2012). Design recommendations for ultra-high performance concrete (K-UHPC), KCI-M-12-003, Korea (in Korean).
|
7 |
Kwak, Y. K., Eberhard, M. O., Kim, W. S., & Kim, J. B. (2002). Shear strength of steel fiber-reinforced concrete beams without stirrups. ACI Structural Journal, 99(4), 530-538.
|
8 |
Li, V. C., Ward, R., & Hamza, A. M. (1992). Steel and synthetic fibers as shear reinforcement. ACI Materials Journal, 89(5), 499-508.
|
9 |
MC2010. (2012). fib Model Code for Concrete Structures 2010, federation internationale du beton, Lausanne, Switzerland: Ernst & Sohn.
|
10 |
Meda, A., Mostosi, S., & Riva, P. (2014). Sehar strengthening of reinforced concrete beam with high-performance fiber-reinforced cementitious composite jacketing. ACI Structural Journal, 111(5), 1059-1067.
|
11 |
Fanella, D. A., & Naaman, A. E. (1985). Stress-strain properties of fiber reinforced mortar in compression. ACI Journal, 82(4), 475-483.
|
12 |
Ashour, S. A., Hasanain, G. S., & Wafa, F. F. (1992). Shear behavior of high-strength fiber reinforced concrete beams. ACI Structural Journal, 89(2), 176-184.
|
13 |
ACI Committee 544. (1988). Design considerations for steel fiber reinforced concrete. ACI Structural Journal, 85(5), 1-18.
|
14 |
Alaee, F. J., & Karihaloo, B. L. (2003). Retrofitting of reinforced-concrete beams with CARDIFRC. Journal of Composites for Construction ASCE, 7(3), 174-186.
DOI
|
15 |
American Association of State Highway and Transportation Officials. (2004). AASHTO LRFD Bridge Design Specification (3rd ed.). Washington, DC: AASHTO.
|
16 |
Baby, F., Marchand, P., & Toutlemonde, F. (2014). Shear behavior of ultrahigh performance fiber-reinforced concrete beams. I: Experimental investigation. Journal of Structural Engineering ASCE, 140(5), 04013111.
DOI
|
17 |
Noghabai, K. (2000). Beams of fibrous concrete in shear and bending: Experiment and model. Journal of Structural Engineering ASCE, 126(2), 243-251.
DOI
|
18 |
Association Francaise du Genil Civil (AFGC). (2013). Betons fibres aultra-hautes performances, Association Francaise du Genil Civil.
|
19 |
ASTM A370-14. (2014). Standard test methods and definitions for mechanical testing of steel products. West Conshohocken, PA: ASTM International.
|
20 |
ASTM C39/C39M-05. (2005). Standard test method for compressive strength of cylindrical concrete specimens. West Conshohocken, PA: ASTM International.
|
21 |
CSA A23.3-04. (2004). Design of concrete structures. Rexdale, ON: Canadian Standard Association.
|
22 |
EN 1992-1-1. (2004). Eurocode 2: Design of Concrete Structures-Part 1-1: General Rules and Rules for Buildings. British Standards Institution.
|
23 |
Ezeldin, S., & Balaguru, P. N. (1997). Normal- and high-strength fiber-reinforced concrete under compression. ACI Material Journal, 94(4), 286-290.
|
24 |
Rossi, P., Arca, A., Parant, E., & Fakhri, P. (2005). Bending and compressive behaviors of a new cement composite. Cement and Concrete Research, 35, 27-33.
DOI
|
25 |
Pan, A., & Moehle, J. P. (1989). Lateral displacement ductility of reinforced concrete flat plates. ACI Structural Journal, 86(3), 250-258.
|
26 |
Park, S. H., Kim, D. J., Ryu, G. S., & Koh, K. T. (2012). Tensile Behavior of ultra high performance hybrid fiber reinforced concrete. Cement and Concrete Composites, 34, 172-184.
DOI
|
27 |
Parra-Montesinos, G. J. (2006). Shear strength of beams with deformed steel fibers. Concrete International, 28(11), 57-66.
|
28 |
Sharma, A. K. (1986). Shear strength of steel fiber reinforced concrete beams. ACI Journal, 83(4), 624-628.
|
29 |
Voo, Y. L., Poon, W. K., & Foster, S. J. (2010). Sheear strength of steel fiber-reinforced ultrahigh-performance concrete beams without stirrups. Journal of Structural Engineering ASCE, 136(11), 1393-1400.
DOI
|
30 |
Narayanan, R., & Darwish, I. Y. S. (1987). Use of steel fibers as shear reinforcement. ACI Structural Journal, 84(3), 216-227.
|
31 |
Wafa, F. F., & Ashour, S. A. (1992). Mechanical properties of high-strength fiber reinforced concrete. ACI Materials Journal, 89(5), 440-455.
|
32 |
Wille, K., Kim, D. J., & Naaman, A. E. (2011a). Strain hardening UHP-FRC with low fiber contents. Materials and Structures, 44, 583-598.
DOI
|
33 |
Wille, K., Naaman, A. E., & Parra-Montesinos, G. J. (2011b). Ultra-high performance concrete with compressive strength exceeding 150 MPa (22 ksi): A simpler way. ACI Materials Journal, 108(6), 46-54.
|