KIT Holzbau und Baukonstruktionen

List of INTER Abstracts 2021

The acceptance of abstracts will be administered by a review team chosen from the whole group of INTER members. In order to find a review team, the procedure will be as follows:

•    The titles of all  abstracts are now published on our homepage (see below)
•    INTER members may apply for the review team by sending an E-mail to Rainer Goerlacher∂partner.kit edu.

They should indicate which abstracts (part 1 or 2) they want to review. It is important that reviewers have a broad knowledge covering these topics proven by a number of own papers within these parts.

•    The chairman appoints the reviewers and they will receive a password for downloading the abstracts. Please note that the review should be performed within two weeks.

Abstracts Part 1 (for reviewers only, password required)

Abstracts Part 2 (for reviewers only, password required)

Scoring sheet (Excel) for the reviewers

 

Part 1

Timber Columns

2 - 1            Buckling of Slender Timber Beam-Columns under Combined Loading, Including Creep - I K Abeysekera, I Feltham, A Lawrence

Stresses for Solid Timber

6 - 1            A New Probabilistic Approach to Model the Tensile Properties of Split Spruce Boards and its Application in Engineered Timber Products - R Sieder, R Brandner

6 - 2            Variation of Tensile Strength along Oak Boards — Experimentally-Based Model Development and Size Effect Simulation - C Tapia, S Aicher

Timber Joints and Fasteners

7 - 1            Slip Modulus Formulas for Timber‐to‐Timber Inclined Screw Connections – Comparison with other Simplified Models - Y De Santis, M Fragiacomo

7 - 2            Stiffness of Steel-Timber Dowel Connections – Experimental and Numerical Research - U Kuhlmann J Gauß

7 - 3            New Analytical Model for Plug Shear of Timber Connections with Small Diameter Dowel-Type Fasteners in the Parallel-to-Grain Direction - M Yurrita, J M Cabrero

7 - 4            Failure of Timber Connections with Large Diameter Dowel-Type Fasteners. A Proposal to Distinguish between Ductile and Brittle Failure Modes - M Yurrita, J M Cabrero

7 - 5            Connection of Timber Foundation Piles to Concrete Extension Piles - G Ravenshorst, R Steiger, J van Dalen, J-W van de Kuilen

7 - 6            Steel properties of self‐tapping screws - C Sandhaas, H Blass

7 - 7            Minimum Geometric and Execution Requirements for Axially Loaded Groups of Screws in Hardwood - U Mahlknecht, R Brandner, A Ringhofer

7 - 8            Brittleness of Dowel-Type Connections Made from Acetylated Scots Pine - K Forsman, E Serrano, H Danielsson

7 - 9            Capacity and Stiffness of Screwed Steel-Timber End-Grain Connections. - M Westermayr, J W G van de Kuilen

7 - 10          Self-tapping Timber Screws Subjected to Combined Axial and Lateral Loading - A Ringhofer, M Burtscher, M Gstettner, R Sieder

Timber Beams

10 - 1          End-Notched Beams and Tenon Joints – Review and Extension of Design Proposals - T Claus, R Jockwer, W Seim

Environmental Conditions

11 - 1          Numerical Simulation of Moisture-Induced Cracking Behavior in Wood Cross Sections after Installation at the Building Site - M Autengruber, M Lukacevic, J Eberhardsteiner, J Füssl

 

Part 2

Laminated Members

12 - 1            Mechanical Properties of European Beech Glulam after 30 Years in a Service Class 2 Environment - T Ehrhart, P Grönquist, S Schilling, R. Steiger, A Frangi

12 - 2          Influence of the Moisture Content on the Compressive Strength and Modulus of Elasticity Parallel to the Grain of Engineered Hardwood Products - T Ehrhart, R Steiger, A Frangi

12 - 3          Imperfections of Slender Glulam Beams - U Kuhlmann, J Töpler

12 - 4          Load-bearing Capacity and Fracture Behaviour of Notched Cross Laminated Timber Plates - A Malagic, M Augustin, G Silly, A Thiel, G Schickhofer

12 - 5          Probabilistic Description of the Mechanical Properties of Glued Laminated Timber - S Schilling, P Palma, R Steiger, A Frangi

12 - 6          A Contribution to the Design of Reinforced Large Round Holes in Glulam Beams - S E Zimmer

12 - 7          Size Effect of Glulam - G Fink, J Kohler

12 - 8          Performance of Reinforcements in Timber Members under Moisture Content Changes - M Schiere, S Franke, B Franke

Fire

16 - 1          Structural timber in compartment fires - Design rules for non-standard fire - J. Schmid, D. Brandon, A. Just, N. Werther, C. Karannagodage, A. Frangi

16  - 2         Temperature‐dependent thermal properties for cross‐laminated timber exposed to standard fire - M Kleinhenz, A Just, A Frangi

16 - 3          Fire Tests and Analytical Model of Glulam Beam to Column Bolted Connections under Shear Force an Bending Moment - Jing Luo, Zheng Li, Zhaozhuo Gan, Xijun Wang, Minjuan He

16 - 4          Reliability improvements of the fire design for the revision of Eurocode 5 - R Fahrni, A Frangi

Test Methods

21 - 1          Determination of Shear Stiffness and the Shear Test Setup in EN408 - F M Massaro, K Ostapska, K A Malo

21 - 2          Review on Test Setups and Calculation Methods for the Determination of the Rolling Shear Strength of Cross Laminated Timber (CLT) - D Glasner, A Ringhofer, R Brandner, G Schickhofer

21 - 3          Investigation for Bending Test Method of Screws for Timber Structures - K Kobayashi, M Nakazato , H Nasu, M Inayama

Strucural Design Codes

102 - 1       Proposed Design Methodologies for Timber Assemblies Subjected to Blast Loading - G Doudak, C Viau, D Lacroix

 

Abstracts already accepted (from 2020)

5 - 1                    Production Control for Machine Strength Graded Timber for Glulam - A Kovryga, A Khaloian-Sarnaghi, J W G van de Kuilen

7 - 11                    Connections with Inclined Screws and Increased Shear Plane Friction - S Aurand, H J Blaß

7 - 12                    MNV Interaction in Laterally Loaded Dowel-Type Fasteners - H J Blass, E Kuck

7 - 13                    Rigid Glulam Joints with Glued-in Rods Subjected to Axial and Lateral Force Action - S Aicher, K Simon

7 - 14                 Beam-on-Foundation Modeling as an Alternative Design Method for Timber Joints with Dowel-Type Fasteners – Part 3: Second Order Theory Effects for Considering the Rope Effect - M Schweigler, T K Bader, R Lemaître, J-F Bocquet, M Vedovelli, C Sandhaas

12 - 9                 Characterization of Rolling Shear Creep for Cross Laminated Timber Panels - C Allemand, A Lebée, N Pinoteau, G Forêt

15 - 1                 A Proposal for the Capacity Design of Multi-Storey CLT Buildings - D Casagrande, G Doudak