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This paper studies the cross-sectional behaviour of austenitic, ferritic and duplex stainless steel hollow sections subjected to several loading conditions and presents a full slenderness range DSM approach for the prediction of cross-sectional strengths.
The codified slenderness limits for sections subjected to bending were examined.
The design procedure of non-symmetric sections subjected to axial compression load could be quite difficult.
Produced in diameters of 10 to 50 millimetres, they provide tensile strength to concrete sections subjected to a bending load.
Robustness study on the behaviour of top-hat thin-walled high-strength steel sections subjected to axial crushing.
The study is performed on channel sections subjected to web crippling under interior one flange (IOF) loading conditions.
The procedure is illustrated by the construction of interaction diagrams for some RC sections subjected to different temperature distributions.
Specimens of square and rectangular hollow sections subjected to both major and minor axes bending were tested.
A series of tests on aluminum square and rectangular hollow sections subjected to web crippling is presented.
This paper presents an experimental investigation of aluminum alloy circular hollow sections subjected to pure axial compression between fixed ends.
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The steel temperature response of concrete-encased I-sections subjected to fire is characterized by three temperature variables.
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