Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Ibrahim S. I. Harba"'
Autor:
Mustafa F. Saeed, Ibrahim S. I. Harba
Publikováno v:
Communications, Vol 26, Iss 4, Pp D92-D108 (2024)
The behaviour of lightweight concrete (LWC) edge column-slab connections reinforced with two types of flexural reinforcement glass fiber-reinforced polymer (GFRP) and steel bars with different ratios of shear reinforcement are investigated experiment
Externí odkaz:
https://doaj.org/article/f3ec2b881acb49cca6a52d3c80f9117f
Publikováno v:
Frattura ed Integrità Strutturale, Vol 17, Iss 63, Pp 190-205 (2023)
The purpose of this study is to explore the numerical behavior of circular Reinforced Concrete (RC) short columns with different degrees of confinement with Carbon Fiber Reinforced Polymer (CFRP) (0%, 25%, 50%, and 100%) wraps under concentric and ec
Externí odkaz:
https://doaj.org/article/ef69589c78a1489ea0f6309e81ed0686
Publikováno v:
Diyala Journal of Engineering Sciences, Vol 15, Iss 4 (2022)
The beam-column joints play an important role in the structures where the functions of connection shortage by transport the forces like shear, moment, and torsion from the beam to the column. So, this study represents an attempt to investigate the pe
Externí odkaz:
https://doaj.org/article/b970b445780b4151bc45f970ba76ef60
Publikováno v:
Građevinar, Vol 73, Iss 10., Pp 979-994 (2021)
A numerical finite element study is conducted in this paper to examine structural behaviour of high strength RC columns exposed to biaxial and uniaxial lateral displacement histories with constant axial load. The numerical analysis of 24 models was m
Externí odkaz:
https://doaj.org/article/6851a26e0373410ca7d122653378e15f
Publikováno v:
Građevinar, Vol 69, Iss 07., Pp 573-580 (2017)
Numerical analysis of the central hole in RC walls with and without CFRP, subjected to uniform eccentric vertical line load, is presented in this paper. Six half-scale wall panels were modelled using the ABAQUS software to estimate the strengthening
Externí odkaz:
https://doaj.org/article/1f12298a9d534554bf0d976092abe375
Publikováno v:
مجلة النهرين للعلوم الهندسية, Vol 21, Iss 1 (2018)
In this study a numerical examples and solutions has been obtained by using three system of beam resting on elastic foundation (BOEF) which was adopted previously by three different engineering software. The first part of this paper was related to ve
Externí odkaz:
https://doaj.org/article/db842a3bbf654930bfbe3f19f5eb1c01
Publikováno v:
مجلة النهرين للعلوم الهندسية, Vol 20, Iss 2 (2017)
This paper presents a numerical investigation to study the effect of variations in displacement history sequence and magnitude on cyclic response of RC tapered (haunched) beams (RCHBs).Five simply supported RCHBs (four haunched and one prismatic) wer
Externí odkaz:
https://doaj.org/article/05c668b907ea4907ad23d8bad4938508
Publikováno v:
Civil and Environmental Engineering.
Due to the low density of lightweight concrete, work has been done in this research to develop it by adding fibers of more than one type to improve its properties. Basic tests were conducted to determine the properties of concrete before and after th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8144f2d7071117e29701fc9cdb9e545c
https://doi.org/10.2478/cee-2023-0018
https://doi.org/10.2478/cee-2023-0018
Publikováno v:
Open Engineering. 12:817-833
This work presents finite element (FE) modeling using the ABAQUS program to investigate the effect of steel reinforcement with three different types of high-strength steels, grades 420, A1035, and SD685 on the flexural behavior of RC beams under mono
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::01edd27195ac42f883c6ee68f67af826
https://doi.org/10.1515/eng-2022-0365
https://doi.org/10.1515/eng-2022-0365
Publikováno v:
Građevinar, Vol 73, Iss 10., Pp 979-994 (2021)
A numerical finite element study is conducted in this paper to examine structural behaviour of high strength RC columns exposed to biaxial and uniaxial lateral displacement histories with constant axial load. The numerical analysis of 24 models was m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::837266b6b6ec48e25e2125bb6bd9175d
https://doaj.org/article/6851a26e0373410ca7d122653378e15f
https://doaj.org/article/6851a26e0373410ca7d122653378e15f