ASCE will be sunsetting the Civil Engineering Database (CEDB) in the coming months. We encourage you to start using the ASCE Library to perform content searches. In the ASCE Library, you can save your search results as well as receive email content alerts when new content relevant to your area of interest is published. Try it out today at https://ascelibrary.org.

 

Advances in Analytical Modeling of Torsional Members

by Y. L. Mo,
Richard White,



Document Type: Proceeding Paper

Part of: Structures 2004: Building on the Past, Securing the Future

Abstract:

The basic formula for calculating the torsional strength of reinforced concrete members was developed by Rausch (1929) using the space truss concept. Unfortunately, Rausch's equation may be unconservative by more than 30% for under-reinforced beams (Hsu 1968a, 1968b).

Subject Headings: Reinforced concrete | Torsion | Stress strain relations | Beams | Trusses | Structural strength | Strength of materials

Services: Buy this book/Buy this article

 

Return to search