期刊
INTERNATIONAL JOURNAL OF FRACTURE
卷 182, 期 1, 页码 21-38出版社
SPRINGER
DOI: 10.1007/s10704-013-9851-2
关键词
Non-proportional loading; Non-iterative method; Quasi-brittle materials; Strong embedded discontinuities
资金
- FEDER funds through the Operational Programme for Competitiveness Factors -COMPETE-
- FCT-Portuguese Foundation for Science and Technology [FCOMP-01-0124-FEDER-020275, PTDC/ECM/119214/2010]
- Fundação para a Ciência e a Tecnologia [PTDC/ECM/119214/2010] Funding Source: FCT
Localisation of initially distributed cracking is a numerical challenging task, which is difficult to accomplish with conventional iterative methods, e.g. the Newton-Raphson method (Crisfield in Comput Aided Anal Des Concr Struct (1):331-358, 1984). A total approach, such as the sequentially linear approach (SLA), has been used to overcome convergence problems. However, the use of a total approach in combination with non-proportional loading raises important difficulties due to: (1) an incomplete description of the material loading history; and (2) incremental nonlinear behaviour due to the rotation of the principal stress directions. In this manuscript, two existing methods adopting combined total and incremental approaches are extended to non-proportional loading conditions. In these methods, preferential use of the incremental approach is made and the total approach is adopted only when critical bifurcations points are found. Comparison with a purely total non-iterative method (SLA) is performed, and the numerical results are validated using experimental tests available in literature.
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