Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Anton Bogdanić"'
Publikováno v:
CivilEng, Vol 3, Iss 2, Pp 296-315 (2022)
In curtain wall applications, anchor channels are frequently installed near the edge of composite slabs with profiled steel decking. The complex concrete geometry of these floor slabs affects the capacity of all concrete failure modes, but there are
Externí odkaz:
https://doaj.org/article/9d453f1cdfff46f2832fcf08bccdc806
Publikováno v:
CivilEng, Vol 2, Iss 2, Pp 502-522 (2021)
Concrete splitting failure due to tension load can occur when fastening systems are located close to an edge or corner of a concrete member, especially in thin members. This failure mode has not been extensively investigated for anchor channels. Give
Externí odkaz:
https://doaj.org/article/ca514c7d1d704dea873c83ecdde8ac17
Autor:
Anton Bogdanić, Joško Ožbolt
Publikováno v:
Zbornik Radova, Vol 22, Iss 1 (2019)
Na armiranobetonskim konstrukcijama izloženim agresivnom okolišu često nastaju oštećenja uslijed korozije armature izazvane kloridnim ionima. Oštećenja nastaju u obliku pukotina i odlamanja zaštitnog sloja betona uslijed bubrenja produkata ko
Externí odkaz:
https://doaj.org/article/88de72f6747b4c0a8395d60acf1401c5
Publikováno v:
Structural Concrete. 23:2803-2819
Anchor channels are frequently used in curtain wall applications and are expected to meet several requirements, such as installation in floor slabs with limited member thickness, small edge distances, pockets, etc. An extensive numerical parametric s
Publikováno v:
Engineering Structures. 240:112347
Anchor channels are a type of cast-in place anchor that are well suited for supporting curtain walls and other applications in commercial construction because they provide flexibility when positioning a fixture. For curtain wall applications, anchor
Autor:
Joško Ožbolt, Anton Bogdanić
Publikováno v:
Zbornik radova (Građevinski fakultet Sveučilišta u Rijeci)
Volume XXII
Issue 1
Zbornik Radova, Vol 22, Iss 1 (2019)
Volume XXII
Issue 1
Zbornik Radova, Vol 22, Iss 1 (2019)
Na armiranobetonskim konstrukcijama izloženim agresivnom okolišu često nastaju oštećenja uslijed korozije armature izazvane kloridnim ionima. Oštećenja nastaju u obliku pukotina i odlamanja zaštitnog sloja betona uslijed bubrenja produkata ko