Zobrazeno 1 - 10
of 20
pro vyhledávání: '"JOSIPA BOŠNJAK"'
Publikováno v:
Developments in the Built Environment, Vol 20, Iss , Pp 100551- (2024)
Exposure to fire can deteriorate steel-to-concrete bond, which is essential for structural integrity of reinforced concrete members. Prediction of the performance under fire is essential for design, while estimating the post-fire bond is paramount fo
Externí odkaz:
https://doaj.org/article/93940ddec7e146518866914f2081fc33
Publikováno v:
Developments in the Built Environment, Vol 20, Iss , Pp 100536- (2024)
This study is part of a comprehensive research effort focused on examining the impact of various parameters on the post-fire bond behaviour of RC flexural members. Precisely, the impact of the rebar diameter is thoroughly discussed. Beam-end specimen
Externí odkaz:
https://doaj.org/article/dff584dd60d54400a9c0b0c4f4a76a03
Publikováno v:
RILEM Technical Letters, Vol 4 (2019)
Reinforced concrete (RC) structures may be subjected to accidental fire loads during their service life. In such a case, it is essential to have appropriate methods for the estimation of post-fire performance. One of the vital aspects for the perform
Externí odkaz:
https://doaj.org/article/2fcc03ab570a438e8a91158d01b92209
Publikováno v:
Fibers, Vol 7, Iss 2, p 9 (2019)
Addition of steel fibres to concrete is known to have a significant positive influence on the mechanical properties of concrete. Micro polypropylene (PP) fibres are added to concrete to improve its performance under thermal loads such as in case of f
Externí odkaz:
https://doaj.org/article/cb537fe5d5df4117be26213aa4dd9255
Autor:
Giovanni A. Plizzari, John Cairns, Giovanni Metelli, Maria Antonietta Aiello, Josipa Bošnjak, Giuseppe Centonze, Francesca Ceroni, Oan Chul Choi, Hajin Choi, Antonio Conforti, Dario Coronelli, David Darwin, Rolf Eligehausen, Nicola Fabris, Flora Faleschini, Alessandro P. Fantilli, Ignasi Fernandez, Pietro G Gambarova, Ghadir Haikal, Josef Hegger, Jan Hofmann, Kwang Yeon Kim, Hitesh Lakhani, Marianovella Leone, Andrés Lepage, Francesco Lo Monte, Karin Lundgren, Egidio Marchina, Konstantinos G. Megalooikonomou, Marianna Micallef, Giovanni Muciaccia, Stavroula J. Pantazopoulou, Maria Rosaria Pecce, Carlo Pellegrino, Julio A. Ramirez, Zila Rinaldi, Janna Schoening, Akanshu Sharma, John Silva, Mohammad Tahershamsi, Souzana P. Tastani, Francesco Tondolo, Robert L. Vollum, Samir Yasso, Kamyab Zandi, Mariano Angelo Zanini
Publikováno v:
fib Bulletins ISBN: 9782883941649
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c1b839840fa4a902f7ffd839dc82860f
https://doi.org/10.35789/fib.bull.0106
https://doi.org/10.35789/fib.bull.0106
Autor:
Akanshu Sharma, Josipa Bošnjak
Publikováno v:
fib Bulletins ISBN: 9782883941649
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::87a3498ae6576a4b2a7b9b00b487f1f6
https://doi.org/10.35789/fib.bull.0106.ch13
https://doi.org/10.35789/fib.bull.0106.ch13
Publikováno v:
Engineering Structures. 187:384-395
In this work, the residual bond performance of reinforcement in concrete under elevated temperatures is experimentally investigated using the cuboidal (square prismatic) concrete specimens. The test reinforcement was placed at different cover distanc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1d6be947d1441d3a14e1762f47da0413
https://doi.org/10.1016/j.engstruct.2019.02.061
https://doi.org/10.1016/j.engstruct.2019.02.061
Publikováno v:
Journal of Building Engineering. 44:102637
The paper presents and discusses the results of a numerical study on post-fire (residual) behavior of reinforced concrete (RC) beams with critical tension lap splices . It is based on the experimental findings and the validation of the numerical appr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b79c960f86b245934addd425cd05303c
https://doi.org/10.1016/j.jobe.2021.102637
https://doi.org/10.1016/j.jobe.2021.102637
Publikováno v:
RILEM Technical Letters, Vol 4 (2019)
Reinforced concrete (RC) structures may be subjected to accidental fire loads during their service life. In such a case, it is essential to have appropriate methods for the estimation of post-fire performance. One of the vital aspects for the perform
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b587cb5ac76003d4fc7a4c525cbb1286
http://letters.rilem.net/index.php/rilem/article/view/88
http://letters.rilem.net/index.php/rilem/article/view/88
Publikováno v:
Fibers, Vol 7, Iss 2, p 9 (2019)
Fibers
Volume 7
Issue 2
Fibers
Volume 7
Issue 2
Addition of steel fibres to concrete is known to have a significant positive influence on the mechanical properties of concrete. Micro polypropylene (PP) fibres are added to concrete to improve its performance under thermal loads such as in case of f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::da18c65b3072a26fc5de4bdaddda0c16
https://www.mdpi.com/2079-6439/7/2/9
https://www.mdpi.com/2079-6439/7/2/9