Zobrazeno 1 - 10
of 38
pro vyhledávání: '"Ghadir Haikal"'
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
Publikováno v:
fib Bulletins ISBN: 9782883941649
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::76f66ca95a1c0d6feec2e49bcc3b300a
https://doi.org/10.35789/fib.bull.0106.ch03
https://doi.org/10.35789/fib.bull.0106.ch03
Publikováno v:
Journal of Bridge Engineering. 26
Load distribution factor for truck loads is a key parameter in evaluating the load-carrying capacity of existing bridges. This study aimed to investigate load rating procedures for reinfor...
Publikováno v:
JTRP Technical Reports
This report describes a methodology for demand estimate through the improvement of load distribution factors in reinforced concrete flat-slab and T-beam bridges. The proposed distribution factors are supported on three-dimensional (3D) Finite Element
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d31650e9865df22449d35ad81e4e99a1
https://docs.lib.purdue.edu/cgi/viewcontent.cgi?article=3304&context=jtrp
https://docs.lib.purdue.edu/cgi/viewcontent.cgi?article=3304&context=jtrp
Publikováno v:
Engineering Structures. 173:918-932
This study presents a physics-based rib-scale finite element (FE) model to study bond-zone behavior for spliced longitudinal bars in reinforced concrete beams subjected to monotonically increasing loading. In this model, a high-resolution mesh is use
Publikováno v:
JTRP Technical Reports
This report contains the findings of a synthesis study on the use of link slabs to eliminate intermediate joints in bridges of Indiana. The study was conducted under the sponsorship of the Joint Transportation Research Program. The motivation for the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7341dc06315ea45f680d716bc86ec1d4
https://doi.org/10.5703/1288284316920
https://doi.org/10.5703/1288284316920
Autor:
Kuo Guo, Ghadir Haikal
Publikováno v:
Curved and Layered Structures, Vol 4, Iss 1, Pp 299-313 (2017)
The node-to-surface formulation is widely used in contact simulations with finite elements because it is relatively easy to implement using different types of element discretizations. This approach, however, has a number of well-known drawbacks, incl
Publikováno v:
JTRP Technical Reports
This report investigates a new methodology for load rating of older reinforced concrete flat-slab and T-beam bridges in Indiana, using the tools of 3D finite element analysis. The Conventional Load Rating (CLR) method currently in use by INDOT relies
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b06849250d98645467e6a19912fb1665
https://docs.lib.purdue.edu/cgi/viewcontent.cgi?article=3232&context=jtrp
https://docs.lib.purdue.edu/cgi/viewcontent.cgi?article=3232&context=jtrp
Publikováno v:
Engineering Structures. 221:110984
A finite element (FE) model is used to simulate bond-zone behavior in a pullout test of a single bar embedded in concrete. The proposed FE model treats both the concrete and reinforcing bar in the bond-zone with refined solid elements to explicitly r
Autor:
Ghadir Haikal, Shakib Reza
Publikováno v:
Advancements in Civil Engineering & Technology. 2