2012
DOI: 10.1002/stab.201201635
|View full text |Cite
|
Sign up to set email alerts
|

Photovoltaikelemente auf bestehenden Sandwichdachelementen – Einfaches Bemessungskonzept für Punktlasten

Abstract: Es werden zunehmend Photovoltaikelemente auf Sandwich-Dachelementen installiert. Diese zusätzlichen Punktlasten sind durch die geltende Norm EN 14509 nicht abgedeckt. Deshalb besteht ein großer Bedarf nach einem einheitlichen Bemessungskonzept. Basierend auf Versuchsreihen wird ein Vorschlag für ein einfaches Verfahren zur Ermittlung der Lastverteilung und Spannungen im Sandwichelement mit profilierter äußerer Deckschicht vorgestellt und zu beachtende Konstruktionsdetails beschrieben. Installation of photovolt… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1

Citation Types

0
1
0

Year Published

2015
2015
2017
2017

Publication Types

Select...
2

Relationship

1
1

Authors

Journals

citations
Cited by 2 publications
(1 citation statement)
references
References 2 publications
0
1
0
Order By: Relevance
“…In the latter case, advantage can be achieved from the geometry, allowing the introduction of forces perpendicular panel by shear forces in fastenings or -in case of pressing forces -by patch loads into the webs of the profiled external face. The paper does not deal with the load-bearing behaviour and resistance of the panels itself; it focuses just on the local effects: Local loads might cause transverse bending and torsion in the sandwich panel and load transfer might be limited to an effective width [4,5]. In addition, composite action might occur [6,7], see also comment in chapter 5.…”
Section: Introductionmentioning
confidence: 99%
“…In the latter case, advantage can be achieved from the geometry, allowing the introduction of forces perpendicular panel by shear forces in fastenings or -in case of pressing forces -by patch loads into the webs of the profiled external face. The paper does not deal with the load-bearing behaviour and resistance of the panels itself; it focuses just on the local effects: Local loads might cause transverse bending and torsion in the sandwich panel and load transfer might be limited to an effective width [4,5]. In addition, composite action might occur [6,7], see also comment in chapter 5.…”
Section: Introductionmentioning
confidence: 99%