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TALAT Lecture 2203: Structural materials fabrication

Description

This lecture gives a brief introduction into the basic fabrication methods for structural aluminium alloy materials with respect to machining, forming, joining and surface treatments as a necessary background for the design process; it describes the subject of welding structural aluminium alloys in order to understand the materials requirements which the designer has to take into account when designing load carrying welded aluminium structures. General materials engineering background is assumed.

Subjects

aluminium | aluminum | european aluminium association | EAA | Training in Aluminium Application Technologies | training | metallurgy | technology | lecture | design | product | structural design | preparation | extrusion | cutting | plasma gas cutting | shearing | sawing | machining | cold forming | bending | cold forging | bolting | riveting | adhesive bonding | explosion welded connections | sandwich element construction | surface treatment | joining | chemical properties | physical properties | welding | inert gas welding | MIG welding | pulsed arc MIG welding | plasma MIG welding | TIG welding | filler materials | weldability | joint design | backing methods | cleaning | shielding gas | pre-heating | weld cracks | solidification cracks | solution cracks | weld imperfections | economy | distortion | inspection | non-destructive testing | destructive testing | quality control aspects | corematerials | ukoer

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TALAT Lecture 2204: Design Philosophy

Description

This lecture outlines the requirements on load bearing structures with respect to safety against failure; it introduces the design analysis process with methods of verification and partial safety factors; it describes the characteristic of loads and load combinations on structures; it introduces the subject of load and resistance factors in the verification methods; it describes the basic structural design properties of aluminium alloys versus steel. Some background and experience in structural engineering and design calculations; basic understanding of the physical and mechanical properties of aluminium is assumed.

Subjects

aluminium | aluminum | european aluminium association | EAA | Training in Aluminium Application Technologies | training | metallurgy | technology | lecture | design | product | structural design | load carrying structure | safety | serviceability | limit states | economic considerations | verification | load and resistance design factor method | method of allowable stresses | characteristic loads | normal loads | long-term loads | load combinations | design value of the load | buildings | bridges | hydraulic structures | resistance | strength properties | corematerials | ukoer

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TALAT Lecture 2205: Special Design Issues

Description

This lecture describes the measurement and amount of residual stresses in extruded and welded profiles which have to be accounted for in design; it introduces the subject of corrosion and of preventive design measures; it describes the behavior and properties of structural aluminium alloys at ambient, low and elevated temperatures; it gives useful examples of structural applications of extrusions. Background in mechanical and structural engineering disciplines is assumed.

Subjects

aluminium | aluminum | european aluminium association | EAA | Training in Aluminium Application Technologies | training | metallurgy | technology | lecture | design | product | structural design | residual stresses | extruded profiles | welded profiles | fatigue behaviour | corrosion | galvanic corrosion | differential aeration corrosion | working temperature | mechanical properties | linear thermal expansion | low temperatures | elevated temperatures | extrusion | corematerials | ukoer

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TALAT Lecture 2301: Design of Members

Description

This lecture gives background to calculation methods for aluminium members in order to understand the specific behavior of statically loaded aluminium alloy structures. Basic structural mechanic, design philosophy and structural aluminium alloys and product forms is assumed.

Subjects

aluminium | aluminum | european aluminium association | EAA | Training in Aluminium Application Technologies | training | metallurgy | technology | lecture | design | product | member | joint | static | safety | serviceability | geometrical imperfections | extruded profiles | welded profiles | residual stresses | mechanical properties | Bauschinger effect | heat affected zones | stress-strain relationship | strength | reduced strength | partial coefficients | resistance factors | gross section | net section | local buckling | cross section classes | slender plates | effective cross section | class 4 cross sections | deflections of beams | breathing | bending moment | yielding | slenderness parameter | element classification | effective thickness | welded section | section with holes | lateral torsional buckling | axial force | tensile force | compressive force | Euler load | squash load | flexural buckling | reduction factor | buckling length | splices | end connections | welded columns | columns with bolt holes | cut-outs | longitudinal welds | transverse welds | columns with unfilled bolt-holes | built-up members | intermediate stiffeners | edge stiffeners | single-sided rib | multi-stiffened plates | orthotropic plates | shear force | plate girder webs | shear buckling | shear resistance | webs with stiffeners | plate girders with intermediate stiffeners | corrugated webs | closely stiffened webs | concentrated loads | beam webs without stiffeners | beam webs with stiffeners | shear centre | closed sections | open sections | torsion without warping | torsion with warpin | bending and axial tension | bending and axial compression | strength of beam-column segments | rectangular section | strain hardening | plastic theory | I-section | H-section | thin walled cross sections | T-section | biaxial bending | linear stress distribution | shear lag | flange curling | lateral deflection | non-symmetrical flanges | corematerials | ukoer

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TALAT Lecture 2301: Design of Members Example 3.1 Deflection of class 4 cross section

Description

This example provides calculations on local buckling of members based on Eurocode 9.

Subjects

aluminium | aluminum | european aluminium association | EAA | Training in Aluminium Application Technologies | training | metallurgy | technology | lecture | design | product | member | joint | static | serviceability limit state | corematerials | ukoer

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TALAT Lecture 2301: Design of Members Example 4.1: Bending moment resistance of open cross section with closed part

Description

This example provides calculations on bending moment of members based on Eurocode 9.

Subjects

aluminium | aluminum | european aluminium association | EAA | Training in Aluminium Application Technologies | training | metallurgy | technology | lecture | design | product | member | joint | static | bending moment | open cross section part | corematerials | ukoer

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TALAT Lecture 2301: Design of Members Example 4.2: Hollow cross section (polygon)

Description

This example provides calculations on bending moment of members based on Eurocode 9.

Subjects

aluminium | aluminum | european aluminium association | EAA | Training in Aluminium Application Technologies | training | metallurgy | technology | lecture | design | product | member | joint | static | bending moment | corematerials | ukoer

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TALAT Lecture 2301: Design of Members Example 4.3: Bending moment resistance of welded hollow section with outstands. Class 2 cross section

Description

This example provides calculations on bending moment of members based on Eurocode 9.

Subjects

aluminium | aluminum | european aluminium association | EAA | Training in Aluminium Application Technologies | training | metallurgy | technology | lecture | design | product | member | joint | static | bending moment | corematerials | ukoer

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TALAT Lecture 2301: Design of Members Example 4.4: Bending moment resistance of welded hollow section with outstands. Class 4 cross section

Description

This example provides calculations on bending moment of members based on Eurocode 9.

Subjects

aluminium | aluminum | european aluminium association | EAA | Training in Aluminium Application Technologies | training | metallurgy | technology | lecture | design | product | member | joint | static | bending moment | corematerials | ukoer

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TALAT Lecture 2301: Design of Members Example 5.1: Axial force resistance of square hollow section

Description

This example provides calculations on axial force of members based on Eurocode 9.

Subjects

aluminium | aluminum | european aluminium association | EAA | Training in Aluminium Application Technologies | training | metallurgy | technology | lecture | design | product | member | joint | static | axial force | corematerials | ukoer

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TALAT Lecture 2301: Design of Members Example 5.2: Axial force resistance of symmetric hollow extrusion

Description

This example provides calculations on axial force of members based on Eurocode 9.

Subjects

aluminium | aluminum | european aluminium association | EAA | Training in Aluminium Application Technologies | training | metallurgy | technology | lecture | design | product | member | joint | static | axial force | corematerials | ukoer

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TALAT Lecture 2301: Design of Members Example 5.3: Resistance of cross section with radiating outstands

Description

This example provides calculations on axial force of members based on Eurocode 9.

Subjects

aluminium | aluminum | european aluminium association | EAA | Training in Aluminium Application Technologies | training | metallurgy | technology | lecture | design | product | member | joint | static | axial force | corematerials | ukoer

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TALAT Lecture 2301: Design of Members Example 5.4: Axial force resistance of channel cross section

Description

This example provides calculations on axial force of members based on Eurocode 9.

Subjects

aluminium | aluminum | european aluminium association | EAA | Training in Aluminium Application Technologies | training | metallurgy | technology | lecture | design | product | member | joint | static | axial force | corematerials | ukoer

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TALAT Lecture 2301: Design of Members Example 5.5: Axial force resistance of laced column

Description

This example provides calculations on axial force of members based on Eurocode 9.

Subjects

aluminium | aluminum | european aluminium association | EAA | Training in Aluminium Application Technologies | training | metallurgy | technology | lecture | design | product | member | joint | static | axial force | corematerials | ukoer

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TALAT Lecture 2301: Design of Members Example 5.6: Axial force resistance of orthotropic plate. Open or closed stiffeners

Description

This example provides calculations on axial force of members based on Eurocode 9.

Subjects

aluminium | aluminum | european aluminium association | EAA | Training in Aluminium Application Technologies | training | metallurgy | technology | lecture | design | product | member | joint | static | axial force | corematerials | ukoer

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TALAT Lecture 2301: Design of Members Example 5.7: Axial force resistance of orthotropic double-skin plate

Description

This example provides calculations on axial force of members based on Eurocode 9.

Subjects

aluminium | aluminum | european aluminium association | EAA | Training in Aluminium Application Technologies | training | metallurgy | technology | lecture | design | product | member | joint | static | axial force | corematerials | ukoer

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TALAT Lecture 2301: Design of Members Examples 6.1 - 6.6: Shear resistance of webs without and with stiffeners

Description

This example provides calculations on shear force of members based on Eurocode 9.

Subjects

aluminium | aluminum | european aluminium association | EAA | Training in Aluminium Application Technologies | training | metallurgy | technology | lecture | design | product | member | joint | static | shear force | corematerials | ukoer

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TALAT Lecture 2301: Design of Members Example 6.7: Shear force resistance of orthotropic plate. Open or closed stiffeners

Description

This example provides calculations on shear force of members based on Eurocode 9.

Subjects

aluminium | aluminum | european aluminium association | EAA | Training in Aluminium Application Technologies | training | metallurgy | technology | lecture | design | product | member | joint | static | shear force | corematerials | ukoer

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TALAT Lecture 2301: Design of Members Example 6.8: Shear force resistance of orthotropic double-skin plate

Description

This example provides calculations on shear force of members based on Eurocode 9.

Subjects

aluminium | aluminum | european aluminium association | EAA | Training in Aluminium Application Technologies | training | metallurgy | technology | lecture | design | product | member | joint | static | shear force | corematerials | ukoer

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TALAT Lecture 2301: Design of Members Example 7.1: Concentrated force

Description

This example provides calculations on concentrated load of members based on Eurocode 9.

Subjects

aluminium | aluminum | european aluminium association | EAA | Training in Aluminium Application Technologies | training | metallurgy | technology | lecture | design | product | member | joint | static | concentrated force | corematerials | ukoer

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TALAT Lecture 2301: Design of Members Example 8.1: Torsion constants for open cross section

Description

This example provides calculations on torsion of members based on Eurocode 9.

Subjects

aluminium | aluminum | european aluminium association | EAA | Training in Aluminium Application Technologies | training | metallurgy | technology | lecture | design | product | member | joint | static | torsion | corematerials | ukoer

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TALAT Lecture 2301: Design of Members Example 8.2: Torsion constants for hollow cross section

Description

This example provides calculations on torsion of members based on Eurocode 9.

Subjects

aluminium | aluminum | european aluminium association | EAA | Training in Aluminium Application Technologies | training | metallurgy | technology | lecture | design | product | member | joint | static | torsion | corematerials | ukoer

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TALAT Lecture 2301: Design of Members Example 8.3: Torsion constants for deck profile

Description

This example provides calculations on torsion of members based on Eurocode 9.

Subjects

aluminium | aluminum | european aluminium association | EAA | Training in Aluminium Application Technologies | training | metallurgy | technology | lecture | design | product | member | joint | static | torsion | corematerials | ukoer

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TALAT Lecture 2301: Design of Members Example 9.1: Tension force and bending moment

Description

This example provides calculations on axial force and bending moment of members based on Eurocode 9.

Subjects

aluminium | aluminum | european aluminium association | EAA | Training in Aluminium Application Technologies | training | metallurgy | technology | lecture | design | product | member | joint | static | axial force | bending moment | corematerials | ukoer

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TALAT Lecture 2301: Design of Members Example 9.2: Beam-column with rectangular hollow section

Description

This example provides calculations on axial force and bending moment of members based on Eurocode 9.

Subjects

aluminium | aluminum | european aluminium association | EAA | Training in Aluminium Application Technologies | training | metallurgy | technology | lecture | design | product | member | joint | static | axial force | bending moment | corematerials | ukoer

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