Community Research and Development Information Service - CORDIS

Abstract

Research has shown that the cost of a frame structure can be reduced by considering the semi-rigid behaviour of the joints between the beams and the columns. Tests were performed on 18 steel joints and 38 composite joints, allowing the determination of deformability components of a semi-rigid joint with cleated connection. On the basis of the test results, a mathematical model of the joints' behaviour was developed which could calculate the moment-rotation curve of a composite joint with cleated connection. A new finite element, taking into account the joints' actual behaviour in terms of connection and shear deformability, was introduced. This was then used, in a parametric study of braced and unbraced structures, to find the conditions for concentrated joint deformability in a single flexural spring. Simplified methods of designing steel structures with semi-rigid joints are presented and a cost comparison between semi-rigid and traditional design is described.

Additional information

Authors: GERARDY J-C, Arbed-Recherches, Esch-sur-Alzette (LU);SCHLEICH J-B, Arbed-Recherches, Esch-sur-Alzette (LU)
Bibliographic Reference: EUR 14427 EN (1992) 249 pp., FS, ECU 27
Availability: (2)
ISBN: ISBN 92-826-2926-0
Record Number: 199211559 / Last updated on: 1994-11-29
Category: PUBLICATION
Original language: en
Available languages: en