Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Nadim I. Shbeeb"'
Publikováno v:
Fibers, Vol 12, Iss 6, p 49 (2024)
In this paper, the flexural performance of the Engineering Cementitious Composite (ECC)-concrete composite beam hybrid reinforced by steel and Fiber Reinforced Polymer (FRP) bars is assessed using nonlinear finite element analysis. The concrete damag
Externí odkaz:
https://doaj.org/article/ed1b6d7cdaf142909007a4d87c95a18a
Publikováno v:
Buildings, Vol 14, Iss 2, p 369 (2024)
Fiber-reinforced polymer (FRP) bars have recently been introduced to the market as an alternative to steel for internal reinforcement for concrete construction exposed to situations that could cause corrosion. The bond behavior of FRP bars varies fro
Externí odkaz:
https://doaj.org/article/47784909a6d246a190921892fc63f2fd
Autor:
Mohammed A. Almomani, Nedal Al-Ababneh, Khairedin Abdalla, Nadim I. Shbeeb, John-Paris Pantouvakis, Nikos D. Lagaros
Publikováno v:
Buildings, Vol 13, Iss 7, p 1813 (2023)
Upgrading the Syrian refugee shelter design serves humanitarian needs, especially since the currently used T-shelters have a life span of 2–4 years, and there are no clear signs of an imminent return of Syrian refugees to their country, even after
Externí odkaz:
https://doaj.org/article/30819ba4089049e4883b6b76fe8178b7
Publikováno v:
International Review of Civil Engineering (IRECE). 13:275
Publikováno v:
Construction and Building Materials. 186:740-750
The laboratory simulation of asphalt pavement surface deterioration is usually a lengthy process. In this study, a predictive tool (or equation) was developed to calculate the steady state torque-based coefficient of friction (Tfr) and the onset of s
Publikováno v:
Road Materials and Pavement Design. 21:737-756
The reproduction of asphalt pavement surface texture deterioration in the laboratory is usually lengthy. The objective of this work is to find an analytical tool to predict the steady-state mean te...
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 171:364-379
This paper reports on a study to determine the effectiveness of using externally bonded carbon-fibre-reinforced polymer composite sheets as a method of increasing the shear strength of reinforced concrete beams. The investigated parameters were the a
Publikováno v:
Journal of Thermoplastic Composite Materials. 29:850-866
Due to the environmental and financial benefits of thermoplastic materials as mentioned in literature and being a viable green solution, a nonlinear finite element analysis was conducted to study the behavior of thermoplastic materials of the No. 3 F
Publikováno v:
The IES Journal Part A: Civil & Structural Engineering. 5:16-27
The present study examines the potential of using four different techniques in repairing and strengthening of preloaded, cracked, lightweight, reinforced concrete one-way solid slabs. Nineteen lightweight reinforced concrete (LWRC) slabs specimens we
Publikováno v:
International Journal of Fracture. 104:23-50
The driving forces for a generally oriented crack problem embedded in a Functionally Graded strip sandwiched between two half plane are analyzed using singular integral equations with Cauchy kernels, and integrated using Lobatto-Chebyshev collocation