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Simplified calculation of elastic-plastic deflections of beams with limited displacement of supports
Deflections of rectangular elastic-plastic beams were calculated by means of collocation method, based on assumption of only one distribution function of deflection angles; function parameters were chosen which satisfied boundary as well as collocation conditions; plastifications of cross-section in middle of span subjected to concentrated load as well as of supporting cross-sections was analyzed; effect of linear reinforcement on reaction and deflection of rectangular beam was examined.
Simplified calculation of elastic-plastic deflections of beams with limited displacement of supports
Deflections of rectangular elastic-plastic beams were calculated by means of collocation method, based on assumption of only one distribution function of deflection angles; function parameters were chosen which satisfied boundary as well as collocation conditions; plastifications of cross-section in middle of span subjected to concentrated load as well as of supporting cross-sections was analyzed; effect of linear reinforcement on reaction and deflection of rectangular beam was examined.
Simplified calculation of elastic-plastic deflections of beams with limited displacement of supports
Uproszczone obliczanie sprezysto-plastycznych ugiec belek, etc
Waszczyszyn, Z. (author)
1965
26 pages
Article (Journal)
English
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