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MMS11 Design for Fatigue and Creep in Joined Systems 30 April 2003 - PowerPoint PPT Presentation

Measurements for Materials Systems (2001-2004) MMS11 Design for Fatigue and Creep in Joined Systems 30 April 2003 Project outline Evaluation of design methods for predicting deformation and failure bolted and adhesively bonded joints


  1. Measurements for Materials Systems (2001-2004) MMS11 Design for Fatigue and Creep in Joined Systems 30 April 2003

  2. Project outline � Evaluation of design methods for predicting deformation and failure bolted and adhesively bonded joints � Monotonic � Creep � Fatigue � Development and evaluation of models for describing deformation and failure of � Tough adhesives � Fibre-reinforced laminates � Determination of model parameters for different materials � Comparison of predictions with measurements using a selected joint geometry

  3. Geometry of bonded study joint Geometry of bonded study joint web 15 mm flange 150 mm 15 mm Adhesive base plate thickness = 0.5 mm 101.6 mm 35 mm 50 mm 15 mm 15 mm 15 mm 300 mm All parameter changes were based on this starting geometry

  4. Bonding options Bonding options Filled “Bermuda Triangle” Unfilled “Bermuda Triangle” (basic geometry)

  5. Materials Materials � Rubber Toughened Epoxy Adhesives � XD4601 (Dow Chemicals) and DP460 (3M) � Adherends � 2014 aluminium alloy � GRP – UD + biaxial woven fabric/epoxy (SP Systems) � Surface Treatment � Aluminium - chromic acid etched � Composite - grit blasted � Systems � Aluminium/XD4601 and GRP/DP460

  6. Autoclave Moulding GRP Flanges Autoclave Moulding GRP Flanges Problems: Autoclave curing + spring-back

  7. Evaluation of models for tough adhesives � Monotonic loading � Elastic-plastic models � Von Mises � Linear Drucker-Prager � Exponent Drucker-Prager � Cavitation � Application described in a Smart Manual � Creep loading � Model based on non-linear creep in plastics � Application to FE analysis

  8. Deformed Mesh Superimposed on Original Mesh Deformed Mesh Superimposed on Original Mesh Transverse Tension Transverse Tension A B C

  9. Contour Plot of S 11 Stress at Predicted Failure Load Contour Plot of S 11 Stress at Predicted Failure Load (contours are shown for the adhesive region only) (contours are shown for the adhesive region only)

  10. Full 3- -D Model D Model Full 3 Mesh Discretisation Discretisation, Applied Load and Supports , Applied Load and Supports Mesh A C B ½ mesh – direct tension full mesh - transverse and 45° tension (sufficient) (necessary)

  11. Experimental Arrangement Experimental Arrangement

  12. Recent publications and reports Recent publications and reports � Publications and reports � Geometric and Material Property Effects on the Performance of Adhesive T-Joints, NPL Measurement Note MATC(MN)29. � Geometric and Bolt Position Effects on the Performance of Bolted T-Joints, NPL Measurement Note MATC(MN)30. � Finite Element Assessment of Geometric and Material Property Effects on the Strength and Stiffness of Bonded and Bolted Joints, NPL Report MATC(A)124. � Prediction of Deformation and Failure of Rubber-toughened Adhesive Joints submitted to Int. J. Adhesion and Adhesives � Smart Manual � Deformation and Failure of Rubber-Toughened Adhesive Joints

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