System effects of structural elements - determined for bending and tension

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Abstract

The system effect of continuous connected, parallel members of spruce (picea Abies) has been the
topic of the current research work. First, emphasis was taken on overview of the system effect
supported by literature study and current national and international regulations. Second step was to
proof the system behaviour by testing samples of doubled and fourfold finger jointed structural
lumber (KVH®) as rigid connected systems in tension and bending. The reduced scatter of strength
and stiffness was objected which resulted in an increase of the 5 % quantil of MOR. Emphasis was
taken on statistical evaluation to define best fitted model to represent the data sets of the samples. In
addition bending tests of horizontal arranged 2x2 and 2x3 structures named as 'Balkenbinder' (BB)
were carried out with two different cross sections of the single components KVH®, 60/200 mm and
80/160 mm. The results obviously reflect the interaction of system effects and size effects
Original languageEnglish
Title of host publicationWCTE 2006 - 9th World Conference on Timber Engineering
Number of pages8
Publication statusPublished - 2006
Event9th World Conference on Timber Engineering: WCTE 2006 - Portland / Oregon, United States
Duration: 6 Aug 200610 Aug 2006

Conference

Conference9th World Conference on Timber Engineering
Abbreviated titleWCTE 2006
Country/TerritoryUnited States
CityPortland / Oregon
Period6/08/0610/08/06

Treatment code (Nähere Zuordnung)

  • Theoretical
  • Experimental

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