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Load behavior of eccentrically stressed reinforced concrete compression members -- 1

Mehmel, A. / Schwarz, H. / Makovi, J. / Kasparek, K.H.

Aim of study is to clarify influence of several parameters on ultimate load of eccentrically loaded compression members having rectangular cross section; choice of computational method is explained by comparing several possible solutions of stability problem without equilibrium branching and for nonlinear bending moment-curvature relationship; method is explained, and failure definition which takes strength problems into consideration is elucidated; procedure for determining bending line of above compressive members is described; experimental results are summarized in graphs. (40831)

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Load behavior of eccentrically stressed reinforced concrete compression members -- 1

Mehmel, A. / Schwarz, H. / Makovi, J. / Kasparek, K.H.

Aim of study is to clarify influence of several parameters on ultimate load of eccentrically loaded compression members having rectangular cross section; choice of computational method is explained by comparing several possible solutions of stability problem without equilibrium branching and for nonlinear bending moment-curvature relationship; method is explained, and failure definition which takes strength problems into consideration is elucidated; procedure for determining bending line of above compressive members is described; experimental results are summarized in graphs. (40831)

Load behavior of eccentrically stressed reinforced concrete compression members -- 1

Mehmel, A. / Schwarz, H. / Makovi, J. / Kasparek, K.H.

Aim of study is to clarify influence of several parameters on ultimate load of eccentrically loaded compression members having rectangular cross section; choice of computational method is explained by comparing several possible solutions of stability problem without equilibrium branching and for nonlinear bending moment-curvature relationship; method is explained, and failure definition which takes strength problems into consideration is elucidated; procedure for determining bending line of above compressive members is described; experimental results are summarized in graphs. (40831)

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Title:

Load behavior of eccentrically stressed reinforced concrete compression members -- 1

Additional title:

Tragverhalten ausmittig beanspruchter Stahlbetondruckglieder

Contributors:

Mehmel, A. (author) / Schwarz, H. (author) / Makovi, J. (author) / Kasparek, K.H. (author)

Published in:

Deutscher Ausschuss fuer Stahlbeton

Publication date:

1969

Size:

26 pages

Type of media:

Article (Journal)

Type of material:

Print

Language:

German

Keywords:

Beams and girders

© Metadata Copyright Elsevier B. V. All rights reserved.

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