Two solution strategies to improve the computational performance of sequentially linear analysis for quasi‐brittle structures-Reference-Cited by-同舟云学术

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Two solution strategies to improve the computational performance of sequentially linear analysis for quasi‐brittle structures

Published:2020-05-30 Issue:10 Volume:121 Page:2128-2146
ISSN:0029-5981
Container-title:International Journal for Numerical Methods in Engineering
language:en
Short-container-title:Int J Numer Methods Eng

Author:

Pari M.¹^ORCID,Swart W.²,Gijzen M.B.²,Hendriks M.A.N.¹³,Rots J.G.¹

Affiliation:

1. Faculty of Civil Engineering and GeosciencesDelft University of Technology GA Delft The Netherlands

2. Delft Institute of Applied MathematicsDelft University of Technology XE Delft The Netherlands

3. Norwegian University of Science and Technology (NTNU) Trondheim Norway

Funder

National Academy of Medicine

Publisher

Wiley

Subject

Applied Mathematics,General Engineering,Numerical Analysis

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nme.6302

Reference27 articles.

1. Sequentially linear continuum model for concrete fracture;Rots JG;FraMCoS,2001

2. Regularized sequentially linear saw-tooth softening model

3. Robust modeling of RC structures with an “event-by-event” strategy

4. VandeGraaf AnneV. Sequentially linear analysis for simulating brittle failure [PhD thesis]. Delft University of Technology 2017.

5. Sequentially linear modelling of local snap-back in extremely brittle structures

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