dr inż. Patryk Deniziak
Zatrudnienie
- Adiunkt w Katedra Inżynierii Budowlanej
Obszary badawcze
Kontakt dla biznesu
- Lokalizacja
- Al. Zwycięstwa 27, 80-219 Gdańsk
- Telefon
- +48 58 348 62 62
- biznes@pg.edu.pl
Media społecznościowe
Kontakt
- patdeniz@pg.edu.pl
Adiunkt
- Miejsce pracy
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Budynek Wydz. Bud. Lad.
pokój 203 otwiera się w nowej karcie - patdeniz@pg.edu.pl
Wybrane publikacje
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Normal stress distribution in built‑up cold‑formed column in relation to interconnecting bolt spacing
In order to increase a stiffness of cold-formed steel (CFS) elements it is practised to built-up the cross-section. In the analysed case, a main element is strengthened by adding extra chord in contact partially along the column. This additional chord acts as a longitudinal stiffener connected with the main section by series of bolts. Authors check whether rules applied over the years, for hot-rolled elements, can be indiscriminately...
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Analysis of Failure Mechanism in Joints with Positive Eccentricity in CFS Truss
The paper presents studies concerning the load-bearing capacity of truss joints with a positive eccentricity resulting from the arrangement of geometric members and the failure mechanisms observed in the joints. Based on the previously conducted experimental study, a numerical model of the tested fragment of the CFS truss with eccentricity in the joint was created and validated. All structural details of the tested truss and the...
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Experimental investigation of joint with positive eccentricity in CFS truss
Due to technological restrictions, in the case of trusses made of CFS open cross-sections, positive eccentricities in the truss joints have become very frequent. Therefore studies concerning the load-bearing capacity of truss joints with positive eccentricity were undertaken. It was assumed that the resistance of cold-formed steel (CFS) open cross-section truss joints located on compression chords and with positive eccentricity...
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