Assessment of the connection properties of a prefabricated wooden sandwich panel under static and cyclic loads

Author:

Pasca Dag P.1,Myhrvold Caroline1,Tomasi Roberto1,Høibø Olav A.1,Nyrud Anders Q.1

Affiliation:

1. Norwegian University of Life Sciences, Aas, Norway

Abstract

<p>This paper presents the results of a study assessing the resistance of a recently developed standing wood-based prefabricated sandwich panel. The work was carried out in the framework of a product test, and consisted in a total number of 154 tests upon several different configurations. The connections investigated were those involved in constituting the lateral force-resisting system for a wall assembly, namely the panel-to-sill connection and the vertical connection between panels. For some configurations the test were performed in both monotonic and cyclic condition in order to get information about strength and stiffness properties as well as ductility and energy dissipation capacity. The varied parameter within each configuration were the type of connector, screws and nails; their inclination, 90° and 60° degrees; and the material composing the sills, Solid Timber and Solid Wood Panels. The variation of the parameter allowed identifying which configuration yielded the best performances.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference11 articles.

1. Ductility of timber joints under static and cyclic loads

2. Piazza M, Costa AC, Tomasi R, Candeias PX, Grossi P. Seismic performance of timber buildings : the Series project. Struct Build Proc Inst Civ Eng. 2015; 168(11):788–802.

3. EN 12512:2001+A1:2005. Timber structures- Test methods - Cyclic testing of joints made with mechanical fasteners, European Committee for Standardization (CEN), Brussels, 2005.

4. EN 1998-1:2013, Eurocode 8: Design of structures for earthquake resistance part 1: General rules, seismic actions and rules for buildings, 2013. Brussels, Belgium: CEN, European Committee for Standardization. 2013.

5. Termowood AS – Termoelement. European patent number EP1963593, International publication number WO 2007/069908 A1, Norwegian patent number NO 323561.

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