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Shell elements for sequentially linear analysis: Lateral failure of masonry structures

DeJong, Matthew J. / Belletti, Beatrice / Hendriks, Max A.N. / Rots, Jan G.

AbstractShell elements are incorporated into the sequentially linear analysis method allowing the modeling of three-dimensional structures under non-proportional loading. The shell element implementation is first presented and then applied to simulate two previous experimental tests on full-scale unreinforced masonry structures under cyclic loading. Experimental cyclic envelopes and three-dimensional failure mechanisms are effectively predicted, providing further evidence to support sequentially linear analysis as an alternative to non-linear analysis in the finite element framework.

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Shell elements for sequentially linear analysis: Lateral failure of masonry structures

DeJong, Matthew J. / Belletti, Beatrice / Hendriks, Max A.N. / Rots, Jan G.

AbstractShell elements are incorporated into the sequentially linear analysis method allowing the modeling of three-dimensional structures under non-proportional loading. The shell element implementation is first presented and then applied to simulate two previous experimental tests on full-scale unreinforced masonry structures under cyclic loading. Experimental cyclic envelopes and three-dimensional failure mechanisms are effectively predicted, providing further evidence to support sequentially linear analysis as an alternative to non-linear analysis in the finite element framework.

Shell elements for sequentially linear analysis: Lateral failure of masonry structures

DeJong, Matthew J. / Belletti, Beatrice / Hendriks, Max A.N. / Rots, Jan G.

AbstractShell elements are incorporated into the sequentially linear analysis method allowing the modeling of three-dimensional structures under non-proportional loading. The shell element implementation is first presented and then applied to simulate two previous experimental tests on full-scale unreinforced masonry structures under cyclic loading. Experimental cyclic envelopes and three-dimensional failure mechanisms are effectively predicted, providing further evidence to support sequentially linear analysis as an alternative to non-linear analysis in the finite element framework.

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Titel:

Shell elements for sequentially linear analysis: Lateral failure of masonry structures

Beteiligte:

DeJong, Matthew J. (Autor:in) / Belletti, Beatrice (Autor:in) / Hendriks, Max A.N. (Autor:in) / Rots, Jan G. (Autor:in)

Erschienen in:

Engineering Structures ; 31 ; 1382-1392

Erscheinungsdatum:

03.02.2009

Format / Umfang:

11 pages

ISSN:

DOI:

https://doi.org/10.1016/j.engstruct.2009.02.007

Medientyp:

Aufsatz (Zeitschrift)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Sequentially linear analysis , Finite element analysis , Shell elements , Fracture , Masonry

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