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- W581542537 abstract "With the emphasis being placed increasingly at national and international levels on the use of limit states philosophy in bridge design codes, the assessment of the actual ultimate strength of each element and of the entire structure becomes the most important factor in the design process. This paper reports the findings of an analytical study whose main objective was to generalize the experimental results to the whole range of stiffened plates currently used in steel box girder design. To perform the study, an elasto-plastic large deflection finite element model was used in which both geometric and material nonlinearities were included." @default.
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- W581542537 date "1990-01-01" @default.
- W581542537 modified "2023-09-24" @default.
- W581542537 title "LARGE DEFLECTION ELASTO-PLASTIC ANALYSIS OF STIFFENED COMPRESSION FLANGES OF STEEL BOX GIRDER BRIDGES. IN: STRUCTURAL STABILITY RESEARCH COUNCIL. 1990 ANNUAL TECHNICAL SESSION, STABILITY OF BRIDGES, ST. LOUIS, MISSOURI, APRIL 10-11, 1990" @default.
- W581542537 hasPublicationYear "1990" @default.
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