1 한상묵, "탄소성 파괴역학 모델에 근거한 초고강도 섬유보강 콘크리트I 형보의 비선형 유한요소해석" 한국전산구조공학회 22 (22): 199-209, 2009
2 오영훈, "전단보강이 없는 강섬유보강 콘크리트 휨부재의 휨 및 전단강도의 평가" 한국콘크리트학회 20 (20): 257-267, 2008
3 강수태, "UHPCC를 사용한 철근 콘크리트 보의 휨강도 평가" 한국구조물진단유지관리공학회 12 (12): 81-90, 2008
4 Uchida, Y, "Tension Softening Curves of Concrete Determined from Different Test Specimen Geometrics" 387-398, 1998
5 Yuguang, Y, "Study on Bending Behavior of an UHPC Overlay on a Steel Orthotropic Deck" 639-646, 2008
6 Spasojevic, A, "Structural Implications of Ultra-High Performance Fibre-Reinforced Concrete in Bridge Design" Ecole Polytechnique Federale de Lausanne 2008
7 Gopalaratnam, V.S, "Softening Response of Plain Concrete in Direct Tension" 82 (82): 310-323, 1985
8 Jindal, R.L, "Shear and Moment Capacities of Steel Fiber Reinforced Concrete Beams" 81 (81): 1-6, 1984
9 "RILEM TC 162-TDF, Test and Design Methods for Steel Fibre Reinforced Concrete; Bending Test - Final Recommendation" 35 (35): 579-582, 2002
10 Roelfstra, P.E, "Numerical Method to Link Strain Softening with Failure of Concrete, Fracture Toughness and Fracture Energy of Concrete" Elsevier Science Publishers BV (North- Holland) 163-175, 1986
1 한상묵, "탄소성 파괴역학 모델에 근거한 초고강도 섬유보강 콘크리트I 형보의 비선형 유한요소해석" 한국전산구조공학회 22 (22): 199-209, 2009
2 오영훈, "전단보강이 없는 강섬유보강 콘크리트 휨부재의 휨 및 전단강도의 평가" 한국콘크리트학회 20 (20): 257-267, 2008
3 강수태, "UHPCC를 사용한 철근 콘크리트 보의 휨강도 평가" 한국구조물진단유지관리공학회 12 (12): 81-90, 2008
4 Uchida, Y, "Tension Softening Curves of Concrete Determined from Different Test Specimen Geometrics" 387-398, 1998
5 Yuguang, Y, "Study on Bending Behavior of an UHPC Overlay on a Steel Orthotropic Deck" 639-646, 2008
6 Spasojevic, A, "Structural Implications of Ultra-High Performance Fibre-Reinforced Concrete in Bridge Design" Ecole Polytechnique Federale de Lausanne 2008
7 Gopalaratnam, V.S, "Softening Response of Plain Concrete in Direct Tension" 82 (82): 310-323, 1985
8 Jindal, R.L, "Shear and Moment Capacities of Steel Fiber Reinforced Concrete Beams" 81 (81): 1-6, 1984
9 "RILEM TC 162-TDF, Test and Design Methods for Steel Fibre Reinforced Concrete; Bending Test - Final Recommendation" 35 (35): 579-582, 2002
10 Roelfstra, P.E, "Numerical Method to Link Strain Softening with Failure of Concrete, Fracture Toughness and Fracture Energy of Concrete" Elsevier Science Publishers BV (North- Holland) 163-175, 1986
11 Kooiman, A.G, "Modelling the Post-Cracking Behavior of Steel Fibre Reinforced Concrete for Structural Design Purposes" 45 (45): 275-307, 2004
12 Japan Concrete Institute(JCI), "Method of Test for Fracture Energy of Concrete by Use of Notched Beam, JCI-S-002-2003"
13 Kitsutaka, Y, "Fracture Parameters by Polylinear Tension-Softening Analysis" ASCE 123 (123): 444-450, 1997
14 Alsayed, S.H, "Flexural Deflection of Reinforced Fibrous Concrete Beams" 90 (90): 72-76, 1993
15 Ashour, S.A, "Flexural Behavior of High-Strength Fiber Reinforced Concrete Beams" 90 (90): 279-287, 1993
16 Oh, B.H, "Flexural Analysis of Reinforced Concrete Beams Containing Steel Fibers" ASCE 118 (118): 2812-2863, 1992
17 Li, V.C, "Experimental Determination of the Tension Softening Relations for Cementitious Composites" 17 (17): 441-452, 1987
18 Wang, Y, "Experimental Determination of Tensile Behavior of Fiber Reinforced Concrete" 87 (87): 461-468, 1990
19 American Concrete Institute(ACI), "Design Considerations for Steel Fiber Reinforced Concrete, ACI 544.4R-88, ACI Manual of Concrete Practice"
20 Swamy, R.N, "Deformation and Ultimate Strength in Flexure of Reinforced Concrete Beams Made with Steel Fiber Concrete" 78 (78): 395-405, 1981
21 Thoamas, J, "Crack Width in Partially Prestressed T-beams Having Steel Fibers" 103 (103): 568-576, 2006
22 Association Francaise du Genil Civil(AFGC), "Betons Fibres a Ultra-Hautes Performances"
23 Tue, N.V, "Bearing Capacity of Stub Columns Made of NSC, HSC and UHPC Confined by a Steel Tube" 339-350, 2004
24 Casanova, P, "Analysis of Metallic Fibre-Reinforced Concrete Beams Submitted to Bending" 29 (29): 354-361, 1999
25 Hillerborg A, "Analysis of Crack Formation and Crack Growth in Concrete by Means of Fracture Mechanics and Finite Elements" 6 (6): 773-782, 1976