Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Salam J. Hilo"'
Publikováno v:
Infrastructures, Vol 9, Iss 4, p 67 (2024)
This paper presents comprehensive empirical equations to predict the shear strength capacity of reinforced concrete deep beams, with a focus on improving the accuracy of existing codes. Analyzing 198 deep beams imported from 15 existing investigation
Externí odkaz:
https://doaj.org/article/8e0a19718ad441d1a4c60ef36e072641
Autor:
Saba M. Sabih, Salam J. Hilo, Mohammed J. Hamood, Salih S. Salih, Marwah M. Faris, Maysam A. Yousif
Publikováno v:
Buildings, Vol 14, Iss 2, p 441 (2024)
Hollow and concrete-filled steel tubes (CFSTs) are extensively employed as columns in various structural systems, yet they are susceptible to local buckling under axial compression loading. Local buckling tends to manifest near the column ends where
Externí odkaz:
https://doaj.org/article/c803e26675524ad7a22ffed00b8e111e
Structural Performance of Internally Stiffened Double-Skinned Profiled Composite Walls with Openings
Autor:
Salam J. Hilo, Mohammed J. Hamood, Alaa Hussein Al-Zuhairi, Ahmed W. Al Zand, A. B. M. A. Kaish, Mustafa M. Ali, Marwah M. Faris, Wan Hamidon W. Badaruzzaman
Publikováno v:
Buildings, Vol 13, Iss 6, p 1499 (2023)
The double-skin profiled composite wall (DSPCW) system, filled with concrete material, is favorable in modern structures due to its high strength and ductility. Openings may be required within this composite wall (DSPCW) for various reasons, similar
Externí odkaz:
https://doaj.org/article/d3919e0f604447c4b5cfab0fcb0a9e0f
Autor:
Mohammed Chyad Liejy, Ahmed W. Al Zand, Azrul A. Mutalib, Mustafa Farooq Alghaaeb, Ali A. Abdulhameed, Alyaa A. Al-Attar, Wadhah M. Tawfeeq, Salam J. Hilo
Publikováno v:
Buildings, Vol 13, Iss 2, p 432 (2023)
In this study, the flexural performance of a new composite beam–slab system filled with concrete material was investigated, where this system was mainly prepared from lightweight cold-formed steel sections of a beam and a deck slab for carrying hea
Externí odkaz:
https://doaj.org/article/2537da98df0948b99e07787ec75daa8c
Publikováno v:
Journal of Engineering Science and Technology, Vol 12, Iss 1, Pp 214-228 (2017)
Nonlinear finite element (FE) models are prepared to investigate the behaviour of concrete-filled steel tube (CFST) beams strengthened by carbon fibre reinforced polymer (CFRP) sheets. The beams are strengthened from the bottom side only by varied sh
Externí odkaz:
https://doaj.org/article/3d185bc61fe848de9038abfef21e923c
Autor:
Marwah M. Abdulrazzaq, Salam J. Hilo, Saba M. Sabih, Shams A. Hilmi, Ahmed W. Al-Zand, Mustafa M. Ali
Publikováno v:
Materials Today: Proceedings. 61:1115-1125
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ed25c531448c507a389faece00f6769d
https://doi.org/10.1016/j.matpr.2021.10.513
https://doi.org/10.1016/j.matpr.2021.10.513
Autor:
Salam J. Hilo, Mohd. Yazmil Md. Yatim, Mustafa M. Ali, Siti Aminah Osman, Al Zand Aw, Faesal Alatshana
Publikováno v:
Latin American Journal of Solids and Structures v.18 n.6 2021
Latin American journal of solids and structures
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM
Latin American Journal of Solids and Structures, Volume: 18, Issue: 6, Article number: e394, Published: 20 OCT 2021
Latin American journal of solids and structures
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM
Latin American Journal of Solids and Structures, Volume: 18, Issue: 6, Article number: e394, Published: 20 OCT 2021
Recently, the concrete-filled twin-layer steel-sheet composite wall systems (TSCWs) have become recommended by the engineers in the modern structures, since it has high energy absorption, ductility, and capacity compared to the corresponding co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::18e20eb07b841e7f409d1d5e5db369bf
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252021000600507
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252021000600507
Publikováno v:
Journal of Constructional Steel Research. 135:49-55
The profiled steel sheet dry board (PSSDB) system is a lightweight composite structure which consists of profiled steel sheeting connected to dry board by self- tapping and self-drilling screws. It can be used as flooring, walling and roofing panels.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::221874b3d9547703ca5330b4cd4d718b
https://doi.org/10.1016/j.jcsr.2017.04.006
https://doi.org/10.1016/j.jcsr.2017.04.006
Publikováno v:
Thin-Walled Structures. 114:80-91
Recently, concrete-filled steel tubular (CFST) members are becoming highly recommended by engineers for use in composite structures. Lately, carbon fiber-reinforced polymer (CFRP) composite materials have been used for strengthening steel and CFST fl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::760f9e9f071e4d881dcbaacbcdcf55d2
https://doi.org/10.1016/j.tws.2017.01.028
https://doi.org/10.1016/j.tws.2017.01.028
Publikováno v:
Thin-Walled Structures. 98:607-616
This paper presents a finite element (FE) model, which is validated and developed to simulate the axial load behavior of an existing experimental composite wall consisting of double-skinned profiled steel sheet (PSS) in-filled with normal concrete. T
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::df17755b0690033a32ff57b0104fb6ae
https://doi.org/10.1016/j.tws.2015.10.028
https://doi.org/10.1016/j.tws.2015.10.028