Miroslav Premrov (Author), Peter Dobrila (Author), Branko Bedenik (Author)

Abstract

This paper provides an experimental analysis of timber-framed walls, coated with carbon fibre-reinforced polymers (CFRP) strengthened fibre-plaster boards, usually used as main bearing capacity elements in the construction of prefabricated timber structures. The tensile strength of the fibre-plaster boards is lower than the strength of timber frame, therefore it is convenient to strengthen boards with high-strength materials in order to gain a higher capacity. It has been shown that the inclusion of CFRP diagonal strip reinforcement on the load-carrying capacity can be quite high and that it is maximized when the carbon strips are connected to the timber frame. On the other hand, the ductility itself was not significantly improved. The test samples proved an important distinction in behaviour in timber frame-fibreboard connecting area, dependant on the boundary conditions between inserted CFRP strips and timber frame. It has been shown that proposed simplified Eurocode 5 methods, applicable for wood-based sheathing boards, could be unsuitable for the problems presented.

Keywords

gradbeništvo;lesene konstrukcije;panelne stene;mavčno-vlaknaste plošče;jeklene ojačitve;ogljikova vlakna;matematično modeliranje;civil engineering;timber structures;panel walls;fibre-plaster boards;steel reinforcement;carbon fibres;

Data

Language: English
Year of publishing:
Typology: 1.01 - Original Scientific Article
Organization: UM FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
UDC: 624.073:694.5
COBISS: 8914454 Link will open in a new window
ISSN: 0020-7683
Views: 1997
Downloads: 86
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Other data

Secondary language: English
Secondary keywords: gradbeništvo;lesene konstrukcije;panelne stene;mavčno-vlaknaste plošče;jeklene ojačitve;ogljikova vlakna;matematično modeliranje;
URN: URN:SI:UM:
Pages: str. 7035-7048
Volume: ǂVol. ǂ41
Issue: ǂiss. ǂ24/25
Chronology: December 2004
ID: 8718707