Design of cold form, aluminium and stainsteel structures
0
2018-2019
02005027
Project
Portuguese
Face-to-face
6.0
Elective
2nd Cycle Studies - Mestrado
Recommended Prerequisites
The pre-requisites of this course are those corresponding to the application for the MSc course CMM.
Teaching Methods
The lectures (30 hours) are based on a brief explanation of theoretical issues and detailed explanation of design guidelines and practical issues, using both written and visual aids. Some concepts, principles and theories are adopted to solve a set of practical exercises that meet all the needs of students with guidelines. Tutorial lessons (22.5 hours) are also considered for answering student questions.
Learning Outcomes
The main objective of this course is to introduce the students to some types of metal structural solutions that are not included in the field of traditional hot-rolled and welded steel structures. In particular, it is intended to acquaint students with the structural solutions made of cold-formed steel, aluminum and stainless steel. With regard to the cold-formed steel profiles, the unit discusses the methodologies of the EC3-1-3 with special emphasis on the influence of high slenderness of thin sheets on the behavior of the members. In particular, a detail of the design rules is given in relation to (i) the local instability (effective width concept), (ii) distortional instability (reduced thickness concept), (iii) the web crippling failure and (iv) the overall flexural and flexural-torsional buckling. Regard the structural elements in either aluminum or stainless steel, the unit covers essentially what distinguishes them from the profiles of hot-rolled steel, which is the non-linear constitutive relation of the material. The student should know what types of aluminum alloy and stainless steel are available in the market, and learn to design structural elements (beams, columns and beam-columns) according to EC9 for aluminum members and in accordance with the provisions of part 1-4 of Eurocode 3 for stainless steel members.
Work Placement(s)
NoSyllabus
1. Introduction
Structural behaviour
2. Preliminary Considerations of EC3-1-3
Sectional geometry. Characterization of the material.
3. Local Instability
Instability of plates; Post-buckling behavior of plates; Concept of effective width.
4. Stiffeners
Edge stiffeners. Intermediate stiffeners. Design of the stiffeners.
5. Distortional instability
Critical distortional stress. Distortional post-buckling; Reduced thickness of the stiffeners
6. Safety Checking of Cross-Sections
Tension and compression. Bending. Shear. Concentrated forces. Load combinations
7. Global Instability and Safety Checking of Members
Instability of columns by flexural-torsion; Lateral instability of beams. Instability of beam-columns
8. Design of Connections for Cold-Formed Steel
Types of Mechanical Connection, Design of connectors according to EC3-1-3
9. Aluminum Profiles
Cross-section resistance, Member resistance
10. Stainless Steel Profiles
Material properties Design of structural elements and connections.
Head Lecturer(s)
Luís Alberto Proença Simões da Silva
Assessment Methods
Final
Exam: 100.0%
Bibliography
European Committee for Standardization, EN 1993-1-1 Eurocode 3, Design of Steel Structures – part 1-1. General rules and rules for buildings, Brussels, Belgium, 2005
European Committee for Standardization, EN 1993-1-2, “Eurocode 3 – Design of steel structures – Part 1-3: General rules – Cold-formed Steel structures and Sheeting”, Brussels, Belgium, 2006
European Committee for Standardization, EN 1993-1-4, “Eurocode 3 - Design of Steel Structures – Part 1-4: General rules – Supplementary rules for stainless steels”, Brussels, Belgium, 2005
European Committee for Standardization, EN 1999 Eurocode 9, Design of Aluminium Structures, Brussels, Belgium, 2005.
Euro Inox e Steel Construction Institute “Designers Manual for Structural Stainless Steel” (third edition), 2006
Nancy Baddoo, Cleaning architectural stainless steel, Euro Inox, 2009
ESDEP, Instituto Técnico de la Estructura en Acero “Acero inoxidable”, ITEA, 2000