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.

 

Nonlinear Response of Ground Supported Slabs

by M. Nasser Darwish, Alexandria Univ, Alexandria, Egypt,



Document Type: Proceeding Paper

Part of: Mechanics Computing in 1990's and Beyond

Abstract:

Refined techniques for the structural analysis of ground supported concrete slabs are presented. The principles of limit state design in terms of strength and serviceability are implemented. Through a full nonlinear concrete layered finite element analysis the nonlinear response is traced up to complete failure. Such slabs are highly redundant systems and possess remarkble reserve strength. Economical designs could be obtained.

Subject Headings: Nonlinear analysis | Slabs | Structural analysis | Nonlinear response | Finite element method | Concrete slabs | Reinforced concrete

Services: Buy this book/Buy this article

 

Return to search