Title:
Structural Bending Properties of Higher Strength Concrete
Author(s):
S. E. Swartz, A. Nikaeen, H. D. Narayan Babu,
N. Periyakaruppan, and T. M. E. Refai
Publication:
Symposium Paper
Volume:
87
Issue:
Appears on pages(s):
147-178
Keywords:
beams (supports); bending; high-strength concretes;
modulus of elasticity; plain concrete; reinforced concrete;
research; strains; stress block; stress-strain diagrams.
DOI:
10.14359/6528
Date:
9/1/1985
Abstract:
Higher strength concrete which is defined to be that with uniaxial, 12000 psi compressive strength in the range of 6000 psi