PDF Mechanics and Design of Tubular Structures

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The computer examples illustrated in the guide permit a better understanding of the topic. Design Guide 3. Special attention is paid to the behaviour of assemblies and to the main parameter analysis which govern this behaviour. Recommended calculation formulas are based on simplified analytic models and on many experimental tests. They are accompanied by diagrams and examples in order to help in their understanding. Thanks to the international activities co-ordinated at the technical level of CIDECT, unified recommendations, concerning the design of tubular structures, using rectangular hollow section have been introduced in the new International and European regulations for the calculation of steel constructions.

Design Guide 4. It is dedicated to fire protection of columns in hollow profiles exposed to fire. One of the major advantages of columns in hollow profiles is to give possible protection against fire without resorting to the addition of classic materials on the external faces of the profiles.

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In filling the hollow profiles with water or concrete, not only does it allow the reduction of clutter of the columns but one also obtains a cleaner and more elegant solution. The three types of fire protection — external protection with insulating materials or special paints, water cooling, statically or with circulation, and filling with concrete — are described in this book, that contains many examples permitting a better understanding of the topic.

Design Guide 5. One of the main physical properties of a hollow profile is its optimal efficiency in compression, superior to all other structural elements.

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Filling the hollow profile with concrete increases its structural capacity considerably or, potentially, decreases, for a given load. An excellent resistance to fire is also obtained in this way, without having course to external protection. This aspect is already the object of a precedent dimensioning guide. It is destined to help engineers and businessmen anxious to use concrete filled hollow profiles as pillars, as much in buildings as in bridges, under static loads but also under seismic conditions because these profiles behave remarkably in earthquakes.

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