Title:
Critical Steel Ratios in the Limit Design of Two-Way Reinforced Concrete Slabs
Author(s):
Valeriu Petcu and Georgeta Stanculescu
Publication:
Symposium Paper
Volume:
30
Issue:
Appears on pages(s):
287-300
Keywords:
concrete slabs; limit design methods; loads (forces); reinforced concrete; research; strength; structural analysis; two-way slabs; yield-line method
DOI:
10.14359/17500
Date:
1/1/1971
Abstract:
Tests on fifteen reinforced concrete slabs were carried out in order to obtain the critical values of the steel ratios up to which the Yield-Line Theory may be applied for predicting safe ultimate loads for two-way reinforced concrete slabs.