Non-proportional loading in sequentially linear solution procedures for quasi-brittle fracture: A comparison and perspective on the mechanism of stress redistribution

Author:

Pari M.,Hendriks M.A.N.,Rots J.G.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference37 articles.

1. Sequentially linear continuum model for concrete fracture;Rots;Proc Fract Mech Concrete Struct (FraMCoS),2001

2. Regularized sequentially linear saw-tooth softening model;Rots;Int J Numer Anal Meth Geomech,2004

3. Robust modeling of RC structures with an event-by-event strategy;Rots;Eng Fract Mech,2008

4. Numerical analysis of a masonry facade subject to tunnelling-induced settlements;Giardina;Eng Struct,2013

5. Van de Graaf AV. Sequentially linear analysis for simulating brittle failure [Ph.D. thesis]. Delft University of Technology; 2017. doi:10.4233/uuid:dd9ea945-136c-4b74-bae2-f1a8cf9a6ed9.

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