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Load behavior of eccentrically stressed reinforced concrete compression members -- 2
Influence of assumptions made in part 1 of this study regarding behavior of concrete and reinforcement steel is investigated; for concrete, nonlinear stress-strain relationship was assumed; characteristic values of deformation and failure of both materials were taken from DIN 1045, Dec 1966; dependence of load stresses on material, cross section, and strain parameters is shown by influence curves which are evaluated; simplified reinforced concrete design method is proposed which considers effect of these parameters in linearized form; discrepancies between linearized method and computer calculations are given. (40832)
Load behavior of eccentrically stressed reinforced concrete compression members -- 2
Influence of assumptions made in part 1 of this study regarding behavior of concrete and reinforcement steel is investigated; for concrete, nonlinear stress-strain relationship was assumed; characteristic values of deformation and failure of both materials were taken from DIN 1045, Dec 1966; dependence of load stresses on material, cross section, and strain parameters is shown by influence curves which are evaluated; simplified reinforced concrete design method is proposed which considers effect of these parameters in linearized form; discrepancies between linearized method and computer calculations are given. (40832)
Load behavior of eccentrically stressed reinforced concrete compression members -- 2
Tragverhalten ausmittig beanspruchter Stahlbetondruckglieder
Schwarz, H. (author) / Kasparek, K.H. (author)
1969
28 pages
Article (Journal)
German
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