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Published in 2021 at "Structural Engineering and Mechanics"
DOI: 10.12989/sem.2021.78.6.665
Abstract: This study proposes DSTK, a new incompatible triangular element formulated from a combination of discrete shear constraints, independent transverse shear strains and a free formulation approach. DSTK takes into account transverse shear effects and is…
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Keywords:
formulation approach;
transverse shear;
free formulation;
element ... See more keywords