Elastic Modulus - |
23674 MPa |
192500 MPa |
200000 MPa |
[2727 F. J. Vecchio and M. B. Emara, “Shear deformations in reinforced concrete frames,” ACI Struct. J., vol. 89, no. 1, pp. 46–56, Jan. 1992, http://dx.doi.org/10.14359/1283. http://dx.doi.org/10.14359/1283...
] |
Hardening modulus - |
/ |
3100 MPa |
3100 MPa |
[2727 F. J. Vecchio and M. B. Emara, “Shear deformations in reinforced concrete frames,” ACI Struct. J., vol. 89, no. 1, pp. 46–56, Jan. 1992, http://dx.doi.org/10.14359/1283. http://dx.doi.org/10.14359/1283...
] |
Fracture energy - |
90 N/m |
/ |
/ |
[3535 Comité Euro-International du Béton, Fédération Internationale du Béton, fib Model Code for Concrete Structures 2010, CEB-FIB 2010, 2010.] |
Shear factor - |
50 |
/ |
/ |
adopted |
Compression strength - |
30 MPa |
/ |
/ |
[2727 F. J. Vecchio and M. B. Emara, “Shear deformations in reinforced concrete frames,” ACI Struct. J., vol. 89, no. 1, pp. 46–56, Jan. 1992, http://dx.doi.org/10.14359/1283. http://dx.doi.org/10.14359/1283...
] |
Tensile strength - |
1.81 MPa |
/ |
/ |
[2727 F. J. Vecchio and M. B. Emara, “Shear deformations in reinforced concrete frames,” ACI Struct. J., vol. 89, no. 1, pp. 46–56, Jan. 1992, http://dx.doi.org/10.14359/1283. http://dx.doi.org/10.14359/1283...
] |
Strength at onset of nonlinear behavior - |
3.6 MPa |
/ |
/ |
[33 V. Červenka, L. Jendele, and J. Červenka, ATENA Program Documentation Part 1: Theory. Prague: Červenka Consulting, 2021.] |
Plastic strain at compressive strength - |
0.00185 |
/ |
/ |
[3434 Comité Euro-International du Béton, Fédération Internationale du Béton, fib Model Code for Concrete Structures 1990, CEB-FIB 90, 1990, https://doi.org/10.1680/ceb-fipmc1990.35430. https://doi.org/10.1680/ceb-fipmc1990.35...
] |
Reduction factor of the compressive strength |
0.8 |
/ |
/ |
[33 V. Červenka, L. Jendele, and J. Červenka, ATENA Program Documentation Part 1: Theory. Prague: Červenka Consulting, 2021.] |
Yield strength - |
/ |
418 MPa |
596 MPa |
[2727 F. J. Vecchio and M. B. Emara, “Shear deformations in reinforced concrete frames,” ACI Struct. J., vol. 89, no. 1, pp. 46–56, Jan. 1992, http://dx.doi.org/10.14359/1283. http://dx.doi.org/10.14359/1283...
] |
Ultimate strength - |
/ |
454 MPa |
640 MPa |
[2727 F. J. Vecchio and M. B. Emara, “Shear deformations in reinforced concrete frames,” ACI Struct. J., vol. 89, no. 1, pp. 46–56, Jan. 1992, http://dx.doi.org/10.14359/1283. http://dx.doi.org/10.14359/1283...
] |
Yield strain - |
/ |
0.00217 |
0.00298 |
[2727 F. J. Vecchio and M. B. Emara, “Shear deformations in reinforced concrete frames,” ACI Struct. J., vol. 89, no. 1, pp. 46–56, Jan. 1992, http://dx.doi.org/10.14359/1283. http://dx.doi.org/10.14359/1283...
] |
Strain hardening - |
/ |
0.0095 |
0.0095 |
[2727 F. J. Vecchio and M. B. Emara, “Shear deformations in reinforced concrete frames,” ACI Struct. J., vol. 89, no. 1, pp. 46–56, Jan. 1992, http://dx.doi.org/10.14359/1283. http://dx.doi.org/10.14359/1283...
] |
Ultimate strain - |
/ |
0.0669 |
0.0695 |
[2727 F. J. Vecchio and M. B. Emara, “Shear deformations in reinforced concrete frames,” ACI Struct. J., vol. 89, no. 1, pp. 46–56, Jan. 1992, http://dx.doi.org/10.14359/1283. http://dx.doi.org/10.14359/1283...
] |