1 Yazici, H, "The effect of curing conditions on compressive strength of ultra high strength concrete with high volume mineral admixtures" 42 (42): 2083-2089, 2007
2 Ebead, U.A, "Tension-stiffening model for FRP-strenghened RC concrete two-way slabs" 38 (38): 193-200, 2005
3 Nayal, R, "Tension stiffening model for concrete beams reinforced with steel and FRP bars" 18 (18): 831-841, 2006
4 Sahamitmongkol, R, "Tension stiffening effect and bonding characteristics of chemically prestressed concrete under tension" 44 (44): 455-474, 2011
5 Elfgren, L, "Tension of reinforced concrete prisms. Bond properties of reinforcement bars embedded in concrete tie elements. Summary of a RILEM round-robin investigation arranged by TC 147-FMB ‘Fracture Mechanics to Anchorage and Bond’" 35 (35): 318-325, 2002
6 FIB, "Structural Concrete, Textbook on Behavior, Design and Performance, Bulletin 1" federation internationale du beton 224-, 1999
7 Soltan Mohammadi, M., "Stiffening behavior modeling elements reinforced with FRP reinforced concrete in pure tension" 26 (26): 11-19, 2010
8 Zanuy, C., "On the cracking behaviour of the reinforced concrete tension chord under repeated loading" 43 (43): 611-632, 2010
9 Yoo, D.Y, "Numerical simulation on structural behavior of UHPFRC beams with steel and GFRP bars" 16 (16): 759-774, 2015
10 Lee, S. C., "Model for post-yield tension stiffening and rebar rupture in concrete members" 33 (33): 1723-1733, 2011
1 Yazici, H, "The effect of curing conditions on compressive strength of ultra high strength concrete with high volume mineral admixtures" 42 (42): 2083-2089, 2007
2 Ebead, U.A, "Tension-stiffening model for FRP-strenghened RC concrete two-way slabs" 38 (38): 193-200, 2005
3 Nayal, R, "Tension stiffening model for concrete beams reinforced with steel and FRP bars" 18 (18): 831-841, 2006
4 Sahamitmongkol, R, "Tension stiffening effect and bonding characteristics of chemically prestressed concrete under tension" 44 (44): 455-474, 2011
5 Elfgren, L, "Tension of reinforced concrete prisms. Bond properties of reinforcement bars embedded in concrete tie elements. Summary of a RILEM round-robin investigation arranged by TC 147-FMB ‘Fracture Mechanics to Anchorage and Bond’" 35 (35): 318-325, 2002
6 FIB, "Structural Concrete, Textbook on Behavior, Design and Performance, Bulletin 1" federation internationale du beton 224-, 1999
7 Soltan Mohammadi, M., "Stiffening behavior modeling elements reinforced with FRP reinforced concrete in pure tension" 26 (26): 11-19, 2010
8 Zanuy, C., "On the cracking behaviour of the reinforced concrete tension chord under repeated loading" 43 (43): 611-632, 2010
9 Yoo, D.Y, "Numerical simulation on structural behavior of UHPFRC beams with steel and GFRP bars" 16 (16): 759-774, 2015
10 Lee, S. C., "Model for post-yield tension stiffening and rebar rupture in concrete members" 33 (33): 1723-1733, 2011
11 CEB-FIP, "Model Code for Concrete Structures, Committee Euro- International du Beton and Federation Internationale de la Precontrainte"
12 Tang, C.W, "Local bond stress-slip behavior of reinforcing bars embedded in lightweight aggregate concrete" 16 (16): 449-466, 2015
13 Graybeal, B, "Durability of an ultrahigh-performance concrete" 19 (19): 848-854, 2007
14 Saleem, M. A., "Development length of high-strength steel rebar in ultrahigh performance concrete" 25 (25): 991-998, 2012
15 Lee, G.Y, "Cracking and tension stiffening behavior of high-strength concrete tension members subjected to axial load" 12 (12): 127-137, 2009
16 Shayanfar, M. A., "Corrosion effects on tension stiffening behavior of reinforced concrete" 4 (4): 403-424, 2007
17 Zong-cai, D., "Bonding between high strength rebar and reactive powder concrete" 13 (13): 411-421, 2014
18 Baena, M., "Analysis of cracking behaviour and tension stiffening in FRP reinforced concrete tensile elements" 45 (45): 1360-1367, 2013
19 Stramandinoli, R.S, "An efficient tension-stiffening model for nonlinear analysis of reinforced concrete members" 30 (30): 2069-2080, 2008