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- W580594510 abstract "The three-dimensional finite element analysis of compressive shear failure is addressed in this paper. The results of the specific case of concrete column tests conducted at the University of California, San Diego are presented. The paper describes the use of the three-dimensional element analysis to model a cyclically loaded concrete column; the column failed under compressive shear loading. The study's aim was to investigate whether the three-dimensional finite element code, which is based on the smeared fracture concept is able to capture this complex failure mode for monotonic and cyclic load histories. Further studies were carried out to investigate the influence of the concrete fracture energy on the diagonal shear failure; the results of those are briefly reviewed." @default.
- W580594510 created "2016-06-24" @default.
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- W580594510 date "2001-01-01" @default.
- W580594510 modified "2023-09-23" @default.
- W580594510 title "THREE-DIMENSIONAL CYCLIC ANALYSIS OF COMPRESSIVE DIAGONAL SHEAR FAILURE. IN: FINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE STRUCTURES" @default.
- W580594510 hasPublicationYear "2001" @default.
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