Title:
Postrcracking Stiffness of Reinforced Concrete Beams In Torsion and Bending
Author(s):
Paul Lampert
Publication:
Symposium Paper
Volume:
35
Issue:
Appears on pages(s):
385-433
Keywords:
beams (supports); bending; bending moments; cracking (fracturing); deformation; flexural strength; mathematical models; moment distribution; prestressed concrete; reinforced concrete; stiffness; structural analysis; torsion
DOI:
10.14359/17487
Date:
1/1/1973
Abstract:
Theoretical expressions for the postcracking stiffness of rectangular reinforced concrete beams in torsion and bending are described and simplified. They are based on a space truss model.