Abstract
The paper presents experimental studies on axially compressed columns made of concrete-filled glass fiber reinforced polymer (GFRP) tubes. The infill concrete was C30/37 according to Eurocode 2. The investigated composite pipes were characterized by different angles of fiber winding in relation to the longitudinal axis of the element: 20, 55 and 85 degrees. Columns of two lengths, 0.4 m and 2.0 m, were studied. The internal diameter and wall thickness of all the pipes were identical and amounted to 200 mm and 6 mm, respectively. The mean values of two mechanical properties, elasticity modulus and compression strength, were determined. These properties were determined for longitudinal compression and for circumferential tension. The graphs of longitudinal and peripheral deformations of polymer shells as a function of load level are presented both for empty tubes and for concrete-filled ones. The results of long-term investigations of three identically made 0.4 m high concrete-filled GFRP tubes are also presented.
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- Publication version
- Accepted or Published Version
- DOI:
- Digital Object Identifier (open in new tab) 10.3390/ma13092080
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- Category:
- Articles
- Type:
- artykuły w czasopismach
- Published in:
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Materials
no. 13,
ISSN: 1996-1944 - Language:
- English
- Publication year:
- 2020
- Bibliographic description:
- Abramski M., Korzeniowski P., Klempka K.: Experimental Studies of Concrete-Filled Composite Tubes under Axial Short- and Long-Term Loads// Materials -Vol. 13,iss. 9 (2020), s.2080-
- DOI:
- Digital Object Identifier (open in new tab) 10.3390/ma13092080
- Sources of funding:
-
- Scientific research was carried out as a part of the Project “Innovative Recourses and Effective Methods of Safety Improvement and Durability of Buildings and Transport Infrastructure in the Sustainable Development” financed by the European Union from the European Fund of Regional Development based on the Polish Operational Program of the Innovative Economy.
- Verified by:
- Gdańsk University of Technology
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