Zobrazeno 1 - 10
of 377
pro vyhledávání: '"ductility index"'
Publikováno v:
International Journal of Structural Integrity, 2024, Vol. 15, Issue 2, pp. 283-297.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/IJSI-12-2023-0139
Autor:
D. Akhil Varma, Lakshmi Joseph, Mini K. Madhavan, Karingamanna Jayanarayanan, Alessandro Pegoretti
Publikováno v:
Results in Engineering, Vol 22, Iss , Pp 102281- (2024)
Implementing retrofitting measures for a civil structure may guarantee its ongoing safety and operation, while also extending its lifespan. The present investigation focused on the examination of compressive axial loads on concrete columns that were
Externí odkaz:
https://doaj.org/article/a23afd5f70dd4a7d902027904e6b6e9f
Publikováno v:
JES: Journal of Engineering Sciences, Vol 51, Iss 4, Pp 223-241 (2023)
This paper presents an experimental study about the effect of the ratio between the area of Basalt Fiber Reinforced Polymer (BFRP) bars to the total area of steel and BFRP bars (Af/At) on the behavior of Reinforced Concrete Box (RCB) girders. Also, i
Externí odkaz:
https://doaj.org/article/f4170fb1a2c8488fa09d1e2b8abd9d63
Publikováno v:
Buildings, Vol 14, Iss 4, p 988 (2024)
This paper presents experimental and theoretical assessments of the structural behavior of circular steel fiber-reinforced concrete (SFRC) columns reinforced with glass fiber-reinforced polymer (GFRP) bars subjected to a concentric axial compressive
Externí odkaz:
https://doaj.org/article/dc162bac903541a99be83f4157b4da8b
Publikováno v:
Polymers, Vol 16, Iss 7, p 979 (2024)
The article deals with the comparison of the bending behavior of cylindrical lattice samples with radially and orthogonally arranged cells made of ABS material. The structures were designed in PTC Creo Parametric 8 software, while four types of latti
Externí odkaz:
https://doaj.org/article/0c59fd57c52b4929a922aa8259e08fc7
Autor:
Walid Mansour, Weiwen Li, Peng Wang, Cheikh Makhfouss Fame, Lik-ho Tam, Yao Lu, Md. Habibur Rahman Sobuz, Noha Yehia Elwakkad
Publikováno v:
Materials, Vol 17, Iss 2, p 321 (2024)
This paper presents a numerical investigation of the flexural behavior of timber beams externally strengthened with carbon-fiber-reinforced polymer (CFRP) sheets. At first, the accuracy of linear elastic and elastic-plastic models in predicting the b
Externí odkaz:
https://doaj.org/article/e632cfb6380e44679edf4b44f8f02761
Publikováno v:
Civil and Environmental Engineering, Vol 18, Iss 1, Pp 209-220 (2022)
This paper examined the polyethylene terephthalate (PET) polymer waste effect that using as a partial replacement for fine aggregate on the R.C beams structural behavior. Six replacement percentages by weight were used in this study: 5 %, 7.5 %, 10 %
Externí odkaz:
https://doaj.org/article/8be220d6f73f40eb82153f5630300d8e
Publikováno v:
Case Studies in Construction Materials, Vol 17, Iss , Pp e01532- (2022)
Although pile cap bases of structures are the most significant element in the construction and one of the most difficult parts in strengthening applications, previous studies on this element, particularly strengthening, are quite limited. The most ex
Externí odkaz:
https://doaj.org/article/c73fda9292644a17ab3c5bf0d36d99a4
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Akademický článek
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