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Pregled bibliografske jedinice broj: 319187

EXPERIMENTAL RESEARCH OF CONCRETE BEAMS AND MASONRY WALLS REINFORCED WITH GFRP REINFORCEMENT


Sorić, Zorislav, Kišiček, Tomislav, Galić, Josip
EXPERIMENTAL RESEARCH OF CONCRETE BEAMS AND MASONRY WALLS REINFORCED WITH GFRP REINFORCEMENT // Asia-Pacific Conference on FRP in Structures, APFIS 2007. / S. T. Smith (ur.).
Hong Kong: Department of Civil Engineering, The University of Hong Kong, 2007. str. 345-352 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)


CROSBI ID: 319187 Za ispravke kontaktirajte CROSBI podršku putem web obrasca

Naslov
EXPERIMENTAL RESEARCH OF CONCRETE BEAMS AND MASONRY WALLS REINFORCED WITH GFRP REINFORCEMENT

Autori
Sorić, Zorislav, Kišiček, Tomislav, Galić, Josip

Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni

Izvornik
Asia-Pacific Conference on FRP in Structures, APFIS 2007. / S. T. Smith - Hong Kong : Department of Civil Engineering, The University of Hong Kong, 2007, 345-352

ISBN
978-962-8014-14-9

Skup
Asia-Pacific Conference on FRP in Structures, APFIS 2007.

Mjesto i datum
Hong Kong, Kina, 12.12.2007. - 14.12.2007

Vrsta sudjelovanja
Predavanje

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
Experiments; beams; GFRP reinforcement; deflections; unreinforced masonry; reinforced masonry.

Sažetak
This paper presents experimental research of concrete beams and masonry walls behavior under increasing load which was part of research done at Civil Engineering Faculty in Zagreb, Croatia. Beam specimens were reinforced with GFRP and steel bars in order to compare the results of experiments with results of theoretical investigations. The second experiment described in this paper was on masonry walls subjected to increasing vertical load. The third experiment was done on masonry walls subjected to constant vertical and increasing horizontal load. Masonry walls were either unreinforced or reinforced. Walls were reinforced with GFRP wires or with steel wires. All masonry wall specimens were constructed of solid masonry units (bricks) and cement-lime mortar. Carrying capacity was tested and behavior of wall specimens during testing was recorded.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo



POVEZANOST RADA


Projekti:
0082203

Ustanove:
Građevinski fakultet, Zagreb

Profili:

Avatar Url Zorislav Sorić (autor)

Avatar Url Tomislav Kišiček (autor)

Avatar Url Josip Galić (autor)


Citiraj ovu publikaciju:

Sorić, Zorislav, Kišiček, Tomislav, Galić, Josip
EXPERIMENTAL RESEARCH OF CONCRETE BEAMS AND MASONRY WALLS REINFORCED WITH GFRP REINFORCEMENT // Asia-Pacific Conference on FRP in Structures, APFIS 2007. / S. T. Smith (ur.).
Hong Kong: Department of Civil Engineering, The University of Hong Kong, 2007. str. 345-352 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
Sorić, Zorislav, Kišiček, Tomislav, Galić, Josip (2007) EXPERIMENTAL RESEARCH OF CONCRETE BEAMS AND MASONRY WALLS REINFORCED WITH GFRP REINFORCEMENT. U: S. T. Smith (ur.)Asia-Pacific Conference on FRP in Structures, APFIS 2007..
@article{article, year = {2007}, pages = {345-352}, keywords = {Experiments, beams, GFRP reinforcement, deflections, unreinforced masonry, reinforced masonry.}, isbn = {978-962-8014-14-9}, title = {EXPERIMENTAL RESEARCH OF CONCRETE BEAMS AND MASONRY WALLS REINFORCED WITH GFRP REINFORCEMENT}, keyword = {Experiments, beams, GFRP reinforcement, deflections, unreinforced masonry, reinforced masonry.}, publisher = {Department of Civil Engineering, The University of Hong Kong}, publisherplace = {Hong Kong, Kina} }
@article{article, year = {2007}, pages = {345-352}, keywords = {Experiments, beams, GFRP reinforcement, deflections, unreinforced masonry, reinforced masonry.}, isbn = {978-962-8014-14-9}, title = {EXPERIMENTAL RESEARCH OF CONCRETE BEAMS AND MASONRY WALLS REINFORCED WITH GFRP REINFORCEMENT}, keyword = {Experiments, beams, GFRP reinforcement, deflections, unreinforced masonry, reinforced masonry.}, publisher = {Department of Civil Engineering, The University of Hong Kong}, publisherplace = {Hong Kong, Kina} }




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