Abstract
In practice, structures of pallet racks are characterized by very wide options of beam-to-column connections. The up to date part of the standard Eurocode 3 considers details for the design of connections. However, experimental determination of the joint properties in steel pallet racks is the most reliable process, since it takes into account an inability to develop a general analytical model for the design of these connections. In this paper, a test procedure for the behavior of beam-to-column connections is presented and the results are analyzed according to the procedure defined in the relevant design codes. With aim to avoid expensive experiments to determine structural properties of different types of connections, a polynomial model and a corresponding numerical model were developed to be used for simulating the experiment. After verification, the developed analytical and numerical model can be applied for investigation of various combinations of beam-to-column connections.
Subject
General Materials Science,Metals and Alloys
Reference18 articles.
1. Eurocode 3: EN 1993-1-1: 2005, Design of Steel Structures, Part 1-1: General Rules and Rules for Buildings, Part 1-3: General Rules—Supplementary Rules for Cold Formed Thin Gauge Members and Sheeting, Part 1-8: Design of Joints,2005
2. Stability of rack structures
3. Experimental analysis of semi-rigid boltless connectors
4. Plastic design of pallet rack beams
5. Numerical modelling of semi-rigid boltless connectors
Cited by
7 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献