Chen and Graybeal (2012)CHEN, Linfeng; GRAYBEAL, Benjamin A. (2012). Modeling structural performance of ultrahigh performance concrete I-girders. Journal of Bridge Engineering, v. 17, n. 5, p. 754-764.
|
15º |
0.1 |
1.16 |
0,667 |
0 |
C3D8R |
C3D8R |
Mahmud, Yang and Hassan (2013)MAHMUD, Goran H.; YANG, Zhenjun; HASSAN, Aram MT. (2013). Experimental and numerical studies of size effects of Ultra-High-Performance Steel Fibre Reinforced Concrete (UHPFRC) beams. Construction and Building Materials, v. 48, p. 1027-1034.
|
33º |
0.1 |
1.16 |
0,660 |
0 |
- |
CPS4R |
Al-Osta et al. (2017)MA Al-Osta, MN Isa, MH Baluch, MK Rahman. (2017). Flexural behavior of reinforced concrete beams strengthened with ultra-high performance fiber reinforced concrete. Construction and Building Materials, v. 134, p. 279-296.
|
36º |
0.1 |
1.16 |
0.667 |
0 |
T3D2 |
C3D8(R) |
Singh et al. (2017)M. Singh, A.H. Sheikh, M.S. Mohamed Ali, P. Visintin, M.C. Griffith (2017). Experimental and numerical study of the flexural behavior of ultra-high performance fiber reinforced concrete beams. Construction and Building Materials, v. 138, p. 12-25.
|
30º |
0.1 |
1.05 |
0.667 |
0.005 |
T3D2 |
C3D8R |
Hussein and Amleh (2018)HUSSEIN, Luaay; AMLEH, Lamya. (2018). Size effect of ultra high-performance fiber reinforced concrete composite beams in shear. Structural Concrete, v. 19, n. 1, p. 141-151.
|
39º |
0.1 |
1.16 |
0.667 |
0 |
T3D3 |
C3D8R |
Krahl et al. (2018)KRAHL, Pablo Augusto; CARRAZEDO, Ricardo; EL DEBS, Mounir Khalil. (2018). Mechanical damage evolution in UHPFRC: experimental and numerical investigation. Engineering Structures, v. 170, p. 63-77.
|
55º |
0.1 |
1.07 |
0.667 |
0.0001 |
- |
C3D8R |
Shafieifar et al. (2018)SHAFIEIFAR, Mohamadreza; FARZAD, Mahsa; AZIZINAMINI, Atorod. (2018). A comparison of existing analytical methods to predict the flexural capacity of Ultra-High-Performance Concrete (UHPC) beams. Construction and Building Materials, v. 172, p. 10-18.
|
56º |
0.1 |
1.10 |
0.660 |
0 |
T3D2 |
C3D20R |
Nasrin and Ibrahim (2018)NASRIN, Sabreena; IBRAHIM, Ahmed. (2018). Finite-element modeling of UHPC hybrid bridge deck connections. International Journal of Advanced Structural Engineering, v. 10, n. 3, p. 199-210.
|
15º |
0.1 |
1.16 |
0.667 |
0 |
T3D2 |
C3D8(R) or C3D20(R) |
Bahij et al. (2018)S Bahij, SK Adekunle, M Al‐Osta, S Ahmad, SU Al‐Dulaijan, MK Rahman. (2018). Numerical investigation of the shear behavior of reinforced ultra high performance concrete beams. Structural Concrete, v. 19, n. 1, p. 305-317.
|
36º |
0.1 |
1.16 |
0.667 |
0 |
T3D2 |
C3D8R |
Farzad et al. (2019)FARZAD, Mahsa; SHAFIEIFAR, Mohamadreza; AZIZINAMINI, Atorod. (2019). Experimental and numerical study on bond strength between conventional concrete and Ultra High-Performance Concrete (UHPC). Engineering Structures, v. 186, p. 297-305.
|
39º,40º,41º |
0.1 |
1.16 |
0.666 |
0 |
- |
C3D8R |
Kruszewski et al. (2019)KRUSZEWSKI, Dominic; ZAGHI, Arash E.; WILLE, Kay. (2019). Finite element study of headed shear studs embedded in ultra-high-performance concrete. Engineering Structures, v. 188, p. 538-552.
|
17º |
0.1 |
1.16 |
0.667 |
0 |
- |
C3D8R |
Dogu and Menkulasi (2020)DOGU, Mehmet; MENKULASI, Fatmir. (2020). A flexural design methodology for UHPC beams posttensioned with unbonded tendons. Engineering Structures, v. 207, p. 110193.
|
45º |
0.1 |
1.77 |
0.670 |
0 |
T3D2 |
C3D8R |