Zobrazeno 1 - 10
of 28
pro vyhledávání: '"Krešimir Ninčević"'
Publikováno v:
Applied Sciences, Vol 14, Iss 13, p 5886 (2024)
In order to determine the adhesive anchors’ capacity under tensile loading, two test methods (confined and unconfined) are suggested in the guideline. Improvements for one of the two configurations are proposed and tested in this paper. The alterna
Externí odkaz:
https://doaj.org/article/b8dd57e5a1b14034b351aeab53cbfe6c
Publikováno v:
Applied Sciences, Vol 14, Iss 5, p 2122 (2024)
This contribution summarizes the largest available literature data collection on tensile and shear loaded anchor tests, obtained in two independent studies and performed by two different research groups. It was the objective of the two studies to inv
Externí odkaz:
https://doaj.org/article/e436a713aa8844e78bc4d90684b98928
Autor:
Alfred Strauss, Michael Hauser, Benjamin Täubling, Ana Mandić Ivanković, Dominik Skokandić, José Matos, Neryvaldo Galvão, Vladimir Benko, Jakub Dobrý, Roman Wan-Wendner, Krešimir Ninčević, André Orcesi
Publikováno v:
Applied Sciences, Vol 11, Iss 17, p 8009 (2021)
The stability of slender columns is a topic that has been dealt with in research and practice for many years. The importance of this topic also increases with the possibility of using non-linear modeling approaches to determine the stability and with
Externí odkaz:
https://doaj.org/article/089664557baf4dc19dae3b660016be58
Publikováno v:
Građevinar, Vol 68, Iss 12., Pp 967-978 (2016)
The paper describes the RC beam model development and the influence exerted by the main longitudinal reinforcement overlapping and transverse reinforcement (ties) on the bearing capacity of a RC load bearing structure for several cases of load, with
Externí odkaz:
https://doaj.org/article/ce7a0a4c529749379bf32edcbb88db28
Publikováno v:
Applied Sciences, Vol 10, Iss 4, p 1527 (2020)
Motivated by tunnel accidents in the recent past, several investigations into the sustained load behavior of adhesive anchors have been initiated. Nevertheless, the reliable lifetime prediction of bonded anchor systems based on a relatively short tes
Externí odkaz:
https://doaj.org/article/7b6f4b88d5354273a680147723898370
Publikováno v:
Materials, Vol 12, Iss 3, p 499 (2019)
The aim of this paper is to introduce and characterize, both experimentally and numerically, three classes of non-traditional 3D infill patterns at three scales as an alternative to classical 2D infill patterns in the context of additive manufacturin
Externí odkaz:
https://doaj.org/article/38d7b1e207fe4319813b41d3c7c2fc45
Aggregate Effect on the Concrete Cone Capacity of an Undercut Anchor under Quasi-Static Tensile Load
Publikováno v:
Materials, Vol 11, Iss 5, p 711 (2018)
In the last decades, fastening systems have become an essential part of the construction industry. Post-installed mechanical anchors are frequently used in concrete members to connect them with other load bearing structural members, or to attach appl
Externí odkaz:
https://doaj.org/article/fc2177dea49844deaf717aa7e59389d8
Publikováno v:
Materials, Vol 10, Iss 8, p 917 (2017)
In recent years, post-installed anchors are widely used to connect structural members and to fix appliances to load-bearing elements. A bonded anchor typically denotes a threaded bar placed into a borehole filled with adhesive mortar. The high comple
Externí odkaz:
https://doaj.org/article/4500b01e38174b65be0232e8f1cba9e7
Publikováno v:
CONSTRUCTION AND BUILDING MATERIALS
This paper presents a large experimental campaign and the corresponding analysis quantifying mortar curing effects on the pull-out performance of bonded anchor systems. Standard confined pull-out tests were performed on two commonly used adhesive anc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7d60b1f1a7229a3398c143ebb2c9cd11
https://hdl.handle.net/1854/LU-01H0FHZRPX07R5QT3A6EPGR85X
https://hdl.handle.net/1854/LU-01H0FHZRPX07R5QT3A6EPGR85X
Publikováno v:
Materials and Structures. 55
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::87b6246a0b7653d1634db4e1dbe803a3
https://doi.org/10.1617/s11527-022-01888-x
https://doi.org/10.1617/s11527-022-01888-x