Title:
A Finite Element Approach to Post-Elastic Slab Behavior
Author(s):
John C. Bell and David G. Elms
Publication:
Symposium Paper
Volume:
30
Issue:
Appears on pages(s):
325-344
Keywords:
computer programs; concrete slabs; cracking (fracturing); deflection; finite element method; limit design method; loads (forces); reinforced concrete; research; strength; structural anaylsis; yield-line method
DOI:
10.14359/17502
Date:
1/1/1971
Abstract:
A method is given for a computer analysis of a reinforced concrete slab which predits the complete behavior of the slab and produces deflections and crack patterns for the total range of loading from zero to ultimate.