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4.1 BLOCK SHEAR 7 30-7-2 J Kangas, A Kevarinmäki Modelling of the block tearing failure in nailed steel-to-timber joints 7 31-7-4 J Kangas Design on timber capacity in nailed steel-to-timber joints 7 34-7-10 A J M Leijten, J. Kuipers , A J M Jorissen Interaction between splitting and block shear failure of joints 8 36-7-2 H Johnsson Plug shear failure in nailed timber connections: Experimental studies 8 37-7-6 H Johnsson Plug shear failure 9 37-7-7 M Kairi Block shear failure tests with dowel-type connection in diagonal LVL structure 10 39-7-4 A Hanhijärvi, A Kevarinmäki, R Y Koski Block shear failure at dowelled steel-to-timber connections 11 40-7-3 A Hanhijärvi, A Kevarinmäki Design methods against timber failure mechanisms of dowelled steel-to-timber connections 12 4.2 CONNECTORS 13 25-7-6 H J Blass, J Ehlbeck, M Schläger Characteristic strength of split-ring and shear plate connections 13 25-7-7 H J Blass, J Ehlbeck, M Schläger Characteristic strength of tooth-plate connector joints 13 26-7-2 C J Mettem, A V Page, G Davis Validatory tests and proposed design formulae for the load-carrying capacity of toothed-plate connectored joints 14 25-7-10 A V Page, C J Mettem Characteristic strength of UK timber connectors 15 4.3 DOWEL-TYPE FASTENERS LOADED PARALLEL TO GRAIN 17 12-7-2 H J Larsen Design of bolted joints 17 19-7-6 L R J Whale, I Smith The derivation of design clauses for nailed and bolted joints in Eurocode 5 17 20-7-1 L R J Whale, I Smith, H J Larsen Design of nailed and bolted joints. Proposals for the revision of existing formulae in draft Eurocode 5 and the CIB Code 17 22-7-1 J Ehlbeck, M Gerold End grain connections with laterally loaded steel bolts. A proposal for design rules in the CIB code 18 25-7-2 J Ehlbeck, H Werner Softwood and hardwood embedding strength for dowel-type fasteners, Background of the formulae in Eurocode 5 19 29-7-8 L Davenne, L Daudeville, M Yasumura Failure of bolted joints loaded parallel to the grain. Experiment and simulation 20 30-7-6 A Mischler Influence of ductility on the load-carrying capacity of joints with dowel-type fasteners 20 31-7-2 A Mischler Design of joints with laterally loaded dowels 22 31-7-6 A Jorissen, H J Blass The fastener yield strength in bending 23 32-7-1 M Mohammad, J H P Quenneville Behaviour of wood-steel-wood bolted glulam connections 23 32-7-2 M Ballerini A new set of experimental tests on beams loaded perpendicular- to-grain by dowel-type joints 23 32-7-4 I Smith, P Quennevile Predicting capacities of joints with laterally loaded nails 25 33-7-5 H J Blass, A Bienhaus, V Krämer Effective bending capacity of dowel-type fasteners 25 33-7-6 H J Blass, B Laskewitz Load-carrying capacity of joints with dowel-type fasteners and interlayers 26 36-7-11 A Ranta-Maunus, A Kevarinmäki Reliability of timber structures, theory and dowel-type connection failures 26 38-7-5 A Jorissen, A Leijten The yield capacity of dowel-type fasteners 26 41-7-1 M Snow, I Smith, A Asiz, M Ballerini Applicability of existing design approaches to mechanical joints in structural composite lumber 27 CIB-W18 Timber Structures – A review of meeting 1-43 4 CONNECTIONS page 4.2
41-7-2 P Quenneville, J Jensen Validation of the Canadian bolted connection design proposal 28 41-7-3 A Polastri, R Tomasi, M Piazza, I Smith Ductility of moment resisting dowelled connections in heavy timber structures 28 41-7-5 U Hübner, T Bogensperger, G Schickhofer Embedding strength of European hardwoods 29 42-7-4 S Franke, P Quenneville Embedding strength of New Zealand timber and recommendation for the NZ standard 29 4.4 DOWEL-TYPE FASTENERS LOADED PERPENDICULAR TO GRAIN 31 22-7-2 J Ehlbeck, R Görlacher, H Werner Determination of perpendicular-to-grain tensile stresses in joints with dowel-type fasteners – A draft proposal for design rules 31 32-7-3 M Yasumura, L Daudeville Design and analysis of bolted timber joints under lateral force perpendicular to grain 31 34-7-2 M Ballerini, R Bezzi Numerical LEFM analyses for the evaluation of failure loads of beams loaded perpendicular-to-grain by single-dowel connections 32 34-7-3 H J Larsen, P J Gustafsson Dowel joints loaded perpendicular to grain 33 35-7-7 A J M Leijten Splitting strength of beams loaded by connections, model comparison 33 35-7-8 O Borth, K-U Schober, K Rautenstrauch Load-carrying capacity of perpendicular to the grain loaded timber joints with multiple fasteners 34 35-7-9 M Yasumura Determination of fracture parameter for dowel-type joints loaded perpendicular to wooden grain and its application 35 36-7-7 M Ballerini, A Giovanella Beams transversally loaded by dowel-type joints: Influence on splitting strength of beam thickness and dowel size 35 36-7-8 J L Jensen Splitting strength of beams loaded by connections 36 36-7-9 J L Jensen, P J Gustafsson, H J Larsen A tensile fracture model for joints with rods or dowels loaded perpendicular-to-grain 36 37-7-5 M Ballerini A new prediction formula for the splitting strength of beams loaded by dowel type connections 37 38-7-1 M Ballerini, M Rizzi A numerical investigation on the splitting strength of beams loaded perpendicular-to-grain by multiple dowel-type connections 38 43-7-6 B Franke, P Quenneville Failure behaviour and resistance of dowel-type connections loaded perpendicular to grain 38 4.5 GLUED JOINTS 39 20-18-2 P J Gustafsson Analysis of generalized Volkersen-joints in terms of linear fracture mechanics 39 20-18-3 H Wernersson, P J Gustafsson The complete stress-slip curve of wood-adhesives in pure shear 40 34-18-1 R J Bainbridge, C J Mettem, J G Broughton, A R Hutchinson performance based classification of adhesives for structural timber applications 40 35-18-1 C Bengtsson, B Källander Creep testing wood adhesives for structural use 41 38-18-1 B Yeh, B Herzog, T G Williamson Adhesive performance at elevated temperatures for engineered wood products 42 39-18-1 V Rajcic, A Bjelanovic, M Rak Comparison of the pull–out strength of steel bars glued in glulam elements obtained experimentally and numerically 43 39-18-2 M Frese, H J Blass The influence of the grading method on the finger joint bending strength of beech 44 43-7-1 T Tannert, T Vallée, F Lam Probabilistic capacity prediction of timber joints under brittle failure modes 44 43-12-1 S Aicher, G Stapf Fatigue behaviour of finger jointed lumber 45 CIB-W18 Timber Structures – A review of meeting 1-43 4 CONNECTIONS page 4.3
Page 1: CONTENT 4.1 BLOCK SHEAR ...........
Page 5 and 6: 4.9 LOAD DURATION 66 22-7-4 A J M L
Page 7 and 8: 4.1 BLOCK SHEAR 30-7-2 J Kangas, A
Page 9 and 10: Schematic plug shear failure Conclu
Page 11 and 12: Conclusion With the new LVL-D struc
Page 13 and 14: 4.2 CONNECTORS 25-7-6 H J Blass, J
Page 15 and 16: for determination of the load-carry
Page 17 and 18: 4.3 DOWEL-TYPE FASTENERS LOADED PAR
Page 19 and 20: carrying capacity of steel bolts in
Page 21 and 22: carrying capacity on condition that
Page 23 and 24: - shear failure of a group of rows
Page 25 and 26: 32-7-4 I Smith, P Quennevile Predic
Page 27 and 28: tion of the yield capacity of dowel
Page 29 and 30: General discussion Moment carrying
Page 31 and 32: 4.4 DOWEL-TYPE FASTENERS LOADED PER
Page 33 and 34: - the results given by the two SIF
Page 35 and 36: positive effects on the load-carryi
Page 37 and 38: 37-7-5 M Ballerini A new prediction
Page 39 and 40: on the fracture mechanics and on th
Page 41 and 42: - Through identification of applica
Page 43 and 44: tee on Adhesives (D14.30) for adopt
Page 45 and 46: and numerical results were found to
Page 47 and 48: 4.6 GLUED-IN RODS 19-7-2 H Riberhol
Page 49 and 50: 30-7-1 K Komatsu, A Koizumi, T Sasa
Page 51 and 52: have been varied. Minimum values of
Page 53 and 54:
Within the GIROD-project the work i
Page 55 and 56:
- spacing rules between rods and be
Page 57 and 58:
4.7 JOINTS IN TIMBER PANELS 39-7-5
Page 59 and 60:
4.8 LOAD DISTRIBUTION 23-7-2 H J Bl
Page 61 and 62:
The results of the evaluation are c
Page 63 and 64:
small fabrication tolerances lead t
Page 65 and 66:
39-7-1 P Quenneville, M Bickerdike
Page 67 and 68:
36-7-6 S Nakajima Evaluation and es
Page 69 and 70:
The amount of testing is considerab
Page 71 and 72:
Conclusions In addition to the semi
Page 73 and 74:
nents and jointed structures under
Page 75 and 76:
perimental data to characterize the
Page 77 and 78:
4.13 SCREWS 42-7-1 G Pirnbacher, R
Page 79 and 80:
with nef = 0.9 · n · m with the n
Page 81 and 82:
4.14 SLOTTED-IN STEEL PLATES 30-7-3
Page 83 and 84:
38-7-7 B Murty, I Smith, A Asiz Des
Page 85 and 86:
Conclusions Splitting sensitivity o
Page 87 and 88:
The simulated crack areas mostly pr
Page 89:
4.17 TRADITIONAL JOINTS 41-7-4 C Fa
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