Publication Date:
2013
abstract:
A numerical limit analysis procedure, recently proposed by the authors, is here presented as a preliminary design tool for load carrying capacity evaluation of steel reinforced concrete elements. The effectiveness of the method is shown through a few simple applications on large-scale reinforced concrete (RC) prototypes. Weak points and advantages of the expounded procedure are pointed out.
Iris type:
4.1 Contributo in Atti di convegno
Keywords:
Limit analysis; Menétrey–Willam-type yield criterion; Peak load; Collapse mechanism
List of contributors:
De Domenico, D; Fuschi, Paolo; Pisano, Aurora Angela
Book title:
Atti del XXI Congresso AIMETA di Meccanica Teorica e Applicata