Trisegmental Moment-Curvature Relations for Reinforced Concrete Members
P. Srinivasa Rao and B. V. Subrahmanyam
Appears on pages(s):
beams (supports) : bending moments: bond (concrete to reinforcement) : cracking (fracturing) ; flexural strength: rectangular beams: reinforced concrete: reinforcing steels: statically indeterminate structures: strains: structural analysis.
Presents a simple method for the calculation of trisegmental M-4 relations taking into consideration the contribution to stiffness by the concrete in the tensile zone in between cracks. These M-4 relations will be useful for rigorous serviceabilit and compatibility analyses of hyperstatic reinforced concrete structures. Predictions of the method are compared with tests and are found to be good.