GESCHLOSSENE LOESUNG FUER DIE ERMITTLUNG DER ZULAESSIGEN SCHLANKHEIT VON DRUCKGLIEDERN AUS STAHLBETON.

H. Kupfer; J. Feix

GESCHLOSSENE LOESUNG FUER DIE ERMITTLUNG DER ZULAESSIGEN SCHLANKHEIT VON DRUCKGLIEDERN AUS STAHLBETON.

Translated title of the contribution: Direct Determination of the Admissible Slenderness of Reinforced Concrete Columns.

H. Kupfer
, J. Feix

Former organisations of Engineering and Design

Technical University of Munich

Research output: Contribution to journal › Article › peer-review

Abstract

The check on safety against buckling of reinforced concrete compression members may be carried out by comparing the actual slenderness with an admissible slenderness: lambda less than crit lambda . A formula to determine the crit lambda is derived. It is based on the assumption of a linear shape or positively curved shape of the moment-curvature relationship between characteristic points; for a negatively curved shape the results are on the safe side.

Translated title of the contribution	Direct Determination of the Admissible Slenderness of Reinforced Concrete Columns.
Original language	German
Pages (from-to)	43-45
Number of pages	3
Journal	Bauingenieur
Volume	63
Issue number	1
State	Published - Jan 1988

Cite this

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title = "GESCHLOSSENE LOESUNG FUER DIE ERMITTLUNG DER ZULAESSIGEN SCHLANKHEIT VON DRUCKGLIEDERN AUS STAHLBETON.",

abstract = "The check on safety against buckling of reinforced concrete compression members may be carried out by comparing the actual slenderness with an admissible slenderness: lambda less than crit lambda . A formula to determine the crit lambda is derived. It is based on the assumption of a linear shape or positively curved shape of the moment-curvature relationship between characteristic points; for a negatively curved shape the results are on the safe side.",

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AB - The check on safety against buckling of reinforced concrete compression members may be carried out by comparing the actual slenderness with an admissible slenderness: lambda less than crit lambda . A formula to determine the crit lambda is derived. It is based on the assumption of a linear shape or positively curved shape of the moment-curvature relationship between characteristic points; for a negatively curved shape the results are on the safe side.

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GESCHLOSSENE LOESUNG FUER DIE ERMITTLUNG DER ZULAESSIGEN SCHLANKHEIT VON DRUCKGLIEDERN AUS STAHLBETON.

Abstract

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