Carbon fibre reinforced laminates Bonded steel ... - Siegwart, Michael

More documents

Recommendations

Info

UNIVERSITY OF ULSTER - Jordanstown - School of the Built Environment Illustrations Figure 7 Flexural deformation of beam and forces [30] Figure 6 close-up of coupling beams in the Mount McKinley Building in Anchorage [24] Figure 8 shear deformation of beam [30] Figure 9 combined shear and flexural actions, final stage [31] Figure 10 Local stress concentrations and deformations around beam-wall joint [18] Michael Siegwart 17
UNIVERSITY OF ULSTER - Jordanstown - School of the Built Environment Illustrations Evaluation Repair Analysis Repair Strategy User Needs Cause ? Scope Effect ? S c o p e Useful Life Urgency Cost Technical Performance Requirements Structural Needs Effect of Repair on Structure Constructibility Environment Yes Protection / Appearance (Cosmetic) Surface Repair Both Yes Load Carrying (Structural) Aesthetics Safety Barrier to unwanted Environment Aesthetic Water resistant Live Loads Impact Loads Dead Loads Figure 11Performance Requirements [10] EUROCODE BRITISH STANDARD SPECIMEN EC 2 BS 8110 1-40 and 2-40 1-30 to 3-30 140 and 2-40 1-30 to 3-30 SHEAR 63.3 kN 51.6 kN 69.0 kN 55.0 kN ULTIMATE SHEAR 98.8 kN 72.2 kN 75.0 kN 60.0 kN TENSION 81.2 kN 63.8 kN 85.1 kN 62.0 kN Table 1 Loading capacities of the specimen according to EC 2 and BS 8110 Michael Siegwart 18
Page 1 and 2: Carbon fibre reinforced laminates B
Page 3 and 4: UNIVERSITY OF ULSTER - Jordanstown
Page 17: UNIVERSITY OF ULSTER - Jordanstown
Page 23: UNIVERSITY OF ULSTER - Jordanstown

Carbon fibre reinforced laminates Bonded steel ... - Siegwart, Michael

Create successful ePaper yourself

Delete template?

Save as template?