2020
DOI: 10.1007/s40940-020-00142-6
|View full text |Cite
|
Sign up to set email alerts
|

Material selection and testing of composite panels made of glass and fibre-reinforced plastic

Abstract: The trend in modern architecture towards high-quality building envelopes is continuing. Due to its high surface quality and the broad colour spectrum, enamelled glass is used for weather protection and as a design element. The novel elements discussed in this paper do not require any sealant or adhesive since the fibre-reinforced plastic (FRP) layer is directly applied on the rear glass surface. On the one hand, the applied polymer provides a matrix for embedding the fibres and on the other hand, it provides a… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1

Citation Types

0
1
0

Year Published

2023
2023
2023
2023

Publication Types

Select...
1

Relationship

0
1

Authors

Journals

citations
Cited by 1 publication
(1 citation statement)
references
References 10 publications
0
1
0
Order By: Relevance
“…30 The strength of PGFRP members is higher in the UD (longitudinal/pultrusion) direction than in the transverse direction, whereas the strength in the transverse direction is mostly provided by chopped strand mat (CSM). [28][29][30] Because the UD components are crucial parts of PGFRP profiles, the shear strength of PGFRP members in the UD direction is mainly provided by shear strength matrices. 31 As a result, the shear-out strength of PGFRP members is very small, especially in connections with small e/d values.…”
Section: Introductionmentioning
confidence: 99%
“…30 The strength of PGFRP members is higher in the UD (longitudinal/pultrusion) direction than in the transverse direction, whereas the strength in the transverse direction is mostly provided by chopped strand mat (CSM). [28][29][30] Because the UD components are crucial parts of PGFRP profiles, the shear strength of PGFRP members in the UD direction is mainly provided by shear strength matrices. 31 As a result, the shear-out strength of PGFRP members is very small, especially in connections with small e/d values.…”
Section: Introductionmentioning
confidence: 99%