1991
DOI: 10.1007/bf02619461
|View full text |Cite
|
Sign up to set email alerts
|

Biegefestigkeit und Biege-E-Modul von Fichtenbauholz im Temperaturbereich bis 150°C

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2

Citation Types

0
2
0

Year Published

2010
2010
2022
2022

Publication Types

Select...
3
1
1

Relationship

0
5

Authors

Journals

citations
Cited by 5 publications
(2 citation statements)
references
References 5 publications
0
2
0
Order By: Relevance
“…During fire, adhesives are exposed to even higher temperatures. In the outer regions of a timber beam, temperatures higher than 100°C can occur (Glos and Henrici 1991). In contrast, much lower temperatures are measured inside the beams due to the poor thermal conduction of wood.…”
Section: Introductionmentioning
confidence: 99%
“…During fire, adhesives are exposed to even higher temperatures. In the outer regions of a timber beam, temperatures higher than 100°C can occur (Glos and Henrici 1991). In contrast, much lower temperatures are measured inside the beams due to the poor thermal conduction of wood.…”
Section: Introductionmentioning
confidence: 99%
“…In this case, joint temperature can exceed 60 °C at the exposed spots (Falkner and Teutsch 2006;Cidlina et al 2014;Müller 2014). The effects of increased temperatures on bonded joints can also be seen in fires (Glos and Henrici 1991). In the wood structures sector, new adhesives have been developed in recent years, and, at the same time, the influence of increased temperature on bonded joints has been defined (George et al 2003;Frangi et al 2004;Richter et al 2006).…”
Section: Introductionmentioning
confidence: 99%