Eight shear-critical, large-scale, high-strength reinforced concrete columns under low axial load were tested. The specified concrete compressive strengths were 70 and 100 MPa (10,000 and 14,500 psi). The specified yield strengths were 685 and 785 MPa (100,000 and 114,000 psi) for the longitudinal and transverse reinforcement, respectively. Test results show that all the columns exhibited shear failure before longitudinal reinforcement yielding. The transverse reinforcement did not yield at the peak applied load for all the columns. In total, test data for 43 high-strength columns from this study and literature were collected.
Ou, Y., Kurniawan, D. Shear Behavior of Reinforced Concrete Columns with High-Strength Steel and Concrete,
American concrete institute, 2015, с. 35-46.
Ou, Y., Kurniawan, D. .
Shear Behavior of Reinforced Concrete Columns with High-Strength Steel and Concrete.
: American concrete institute, 2015, с. 35-46.
Ou, Y., Kurniawan, D. (2015)
Shear Behavior of Reinforced Concrete Columns with High-Strength Steel and Concrete,
: American concrete institute, с. 35-46
Ou, Y., & Kurniawan, D.
(2015).
Shear Behavior of Reinforced Concrete Columns with High-Strength Steel and Concrete. ACI Structural journal. American concrete institute 112 (1), с. 35-46.
