Zobrazeno 1 - 10
of 2 389
pro vyhledávání: '"Fiber Reinforced Polymer (FRP)"'
Publikováno v:
Case Studies in Construction Materials, Vol 21, Iss , Pp e03984- (2024)
Fiber-reinforced polymer (FRP) bars have been implemented in civil infrastructures as internal reinforcement. The bond strength of FRP bars to concrete depends on the surface characteristics considerably. This study used machine learning (ML) techniq
Externí odkaz:
https://doaj.org/article/a957aa52b4434e31a43e9e83bc115d05
Publikováno v:
Heliyon, Vol 10, Iss 22, Pp e40105- (2024)
Recent advances in construction materials and architecture have enhanced the safety of modern structures, which now feature higher, lighter, and more unique designs. Bridges, as critical infrastructure, face increasing load demands due to rising traf
Externí odkaz:
https://doaj.org/article/e9f0bda511844ffd89d3def72c594d99
Autor:
Renata Kotynia, Monika Kaszubska
Publikováno v:
Archives of Civil Engineering, Vol vol. 70, Iss No 2, Pp 291-308 (2024)
This paper presents the analysis of intermediate and end debonding failure in slab strengthened using carbon tapes (Carbon Fiber Reinforced Polymer). The calculations are based on the more accurate method in the latest fib Bulletin 90. Consideration
Externí odkaz:
https://doaj.org/article/2302a66254104008a4a5e1d5e96f07d7
Publikováno v:
Journal of Engineering and Applied Science, Vol 71, Iss 1, Pp 1-23 (2024)
Abstract Recent sustainable building strategies make the right decisions to be environmentally friendly and reduce carbon emissions. In some reinforced concrete (RC) elements, fiber-reinforced polymer (FRP) bars have been proposed as an alternative t
Externí odkaz:
https://doaj.org/article/bacb89b9c6904c5bbe935b82255bb373
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This paper explores the development of the most suitable machine learning models for predicting the bending capacity of steel and FRP (Fiber Reinforced Ploymer) bars hybrid reinforced ECC (Engineered Cementitious Composites)-concrete composi
This paper explores the development of the most suitable machine learning models for predicting the bending capacity of steel and FRP (Fiber Reinforced Ploymer) bars hybrid reinforced ECC (Engineered Cementitious Composites)-concrete composi
Externí odkaz:
http://hdl.handle.net/10454/19985
Publikováno v:
Case Studies in Construction Materials, Vol 20, Iss , Pp e03272- (2024)
The shear behavior of simply supported RC beams strengthened with polyethylene terephthalate (PET) fiber-reinforced polymer (FRP) was studied in this paper. The test variables include strengthening schemes (i.e., U-wrapping and full-wrapping) and FRP
Externí odkaz:
https://doaj.org/article/58fed4845d704832868205bdd48ed046
Publikováno v:
Case Studies in Construction Materials, Vol 20, Iss , Pp e03245- (2024)
This study focused on understanding the flexural failure behavior of a newly-developed assembled FRP-Steel Pre-Tightened Teeth Connection (PTTC) used for rapid connection of pultruded Fiber Reinforced Polymer (FRP) tubular beams. Four-point bending l
Externí odkaz:
https://doaj.org/article/21ae6f2cc086497daa1210256488917f
Publikováno v:
Case Studies in Construction Materials, Vol 20, Iss , Pp e02909- (2024)
In this paper, an experimental and theoretical study on the uniaxial tensile behavior of a fiber-reinforced polymer (FRP) grid-engineered cementitious composite (ECC) composite layer is described. Based on the test parameters, including the ECC mater
Externí odkaz:
https://doaj.org/article/9f4431da620c4a0792ee9f31e406e354
Publikováno v:
Case Studies in Construction Materials, Vol 20, Iss , Pp e02761- (2024)
The utilization of FRP in strengthening of reinforced concrete (RC) columns has garnered significant attention in the past two decades. Researchers have proposed the use of near-surface mounted (NSM) FRP bars with (hybrid) or without FRP jackets alon
Externí odkaz:
https://doaj.org/article/32020e5c749146ff8fafb0d3d13d8485
Autor:
Duaa Al-Jeznawi, Musab Aied Qissab Al-Janabi, Qassun S. Mohammed Shafiqu, Tiba N. Jasim, Erol Güler, Luís Filipe Almeida Bernardo, Jorge Miguel de Almeida Andrade
Publikováno v:
Buildings, Vol 14, Iss 10, p 3044 (2024)
Unstable sandy soil poses significant challenges for buried pipelines, particularly due to the increased risk of displacement and stress-induced fractures resulting from soil settlement and earthquake-induced ground deformation. These concerns are es
Externí odkaz:
https://doaj.org/article/6be783e77fb94afdaa55f9fc097708b1