The paper presented focuses on the comparison of the measurement results obtained in laboratory experiments on joints composed of rectangular and circular hollow sections. Special attention is paid to T-section joints that consist of single chord and brace members. The evaluation procedure monitors the resistances and deformations of such joints.
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The paper presents the preparation and execution of an experimental programme focusing on the verification of resistance in rectangular hollow section joints. The results obtained in experimental measurements are compared with joint resistance determined on the basis of standard regulations.
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The paper deals with experimental tests and non-linear finite element analysis of a beam-to-column bolted connection. Till present, the first three tests of the research program have been completed. The research program was concentrated on investigation of behaviour of bolted connection created by extended end-plate on the tension side only, by flush end-plate and header-plate connections. Test specimens consist of the full-scale models of the bolted connections. Finally, the classification of investigated connection according to Bjorhovde et al. was used.
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