Zobrazeno 1 - 10
of 109
pro vyhledávání: '"Azrul A Mutalib"'
Autor:
Noor Ibrahim Hasan, Aizat Mohd Taib, Nur Shazwani Muhammad, Muhamad Razuhanafi Mat Yazid, Azrul A Mutalib, Dayang Zulaika Abang Hasbollah
Publikováno v:
PLoS ONE, Vol 15, Iss 12, p e0243293 (2020)
The main cause of problematic soil failure under a certain load is due to low bearing capacity and excessive settlement. With a growing interest in employing shallow foundation to support heavy structures, it is important to study the soil improvemen
Externí odkaz:
https://doaj.org/article/4444173a2cfc4ee0b114fce6e314254b
Publikováno v:
Results in Engineering, Vol 22, Iss , Pp 102076- (2024)
Modular steel construction (MSC) represents an innovative approach in civil engineering. Yet, the complexities of its structural response to seismic forces are not fully understood, nor is the practicality concerning its connection systems. Tradition
Externí odkaz:
https://doaj.org/article/7330fe03d0a241dd8730e5c2f8704477
Publikováno v:
Fibers, Vol 12, Iss 8, p 63 (2024)
This study aims to investigate the behaviour of reinforced concrete (RC) beams strengthened by Carbon Fibre-Reinforced Polymer (CFRP) under static and impact loads. A series of RC beams were tested and categorized into four groups, namely, unstrength
Externí odkaz:
https://doaj.org/article/afd9ff10e94a490090de8b7a4a162c52
Publikováno v:
Buildings, Vol 14, Iss 5, p 1254 (2024)
Interlocking Inter-Module Connections (IMCs) in Modular Steel Buildings (MSBs) have garnered significant interest from researchers. Despite this, the optimisation of plate thicknesses in such structures has yet to be extensively explored in the exist
Externí odkaz:
https://doaj.org/article/6bf44f3776d34c30a0f2632abba1a91a
Publikováno v:
Buildings, Vol 13, Iss 8, p 1949 (2023)
Although the use of 3D printing in civil engineering has grown in popularity, one of the primary challenges associated with it is the absence of steel bars inside the printed mortar. As a result, developing 3D printing mortar with ultra-high compress
Externí odkaz:
https://doaj.org/article/1695974064fb416eb7f2db464c7ef663
Autor:
Mohammed Chyad Liejy, Ahmed W. Al Zand, Azrul A. Mutalib, Ali A. Abdulhameed, A. B. M. A. Kaish, Wadhah M. Tawfeeq, Shahrizan Baharom, Alyaa A. Al-Attar, Ammar N. Hanoon, Zaher Mundher Yaseen
Publikováno v:
Materials, Vol 16, Iss 7, p 2748 (2023)
This study investigated the structural behavior of a beam–slab member fabricated using a steel C-Purlins beam carrying a profile steel sheet slab covered by a dry board sheet filled with recycled aggregate concrete, called a CBPDS member. This conc
Externí odkaz:
https://doaj.org/article/091a19f4559a42ea86a8c543759d5e89
Autor:
Nazmus Sakib, Rashidul Hasan, Azrul A. Mutalib, Maslina Jamil, Sudharshan N. Raman, A. B. M. A. Kaish
Publikováno v:
Minerals, Vol 13, Iss 3, p 324 (2023)
Bagasse is produced as a waste in the sugar production process, which is used as fuel to stoke boilers in the sugar mills. The concluding product of this burning is residual sugarcane bagasse ash (BA), which is normally dumped or used as low-quality
Externí odkaz:
https://doaj.org/article/cc7347e15e954acfa670208ea99fa61b
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, Vol 2022 (2022)
Composite slim floor systems are increasingly applied in the construction industry. Therefore, several experimental and numerical studies have been conducted to investigate the composite flooring systems and examine the various details that may affec
Externí odkaz:
https://doaj.org/article/325b332c3fae4601b3eae471e88f99aa
Publikováno v:
Građevinar, Vol 72, Iss 02., Pp 103-113 (2020)
The study aims to evaluate behaviour of a prestressed box beam strengthened with the Carbon Fibre Reinforced Polymer (CFRP) under the snapping of prestressed strands. Three external prestressed box beams are tested until failure. The evaluation focus
Externí odkaz:
https://doaj.org/article/82dc01fc9afa442dbfd0aef36f1967c1