Zobrazeno 1 - 10
of 29
pro vyhledávání: '"Mohammed M. Rasheed"'
Publikováno v:
Engineering, Technology & Applied Science Research, Vol 13, Iss 6 (2023)
A composite box girder is a type of structural element that possesses strong torsional stiffness and resistance against flexural forces. A new category of bridge structure has been established: one that consists of concrete-filled steel tubes connect
Externí odkaz:
https://doaj.org/article/905ba396cbff44df8996ee9129315d41
Autor:
Mariam Ibraheem, Mohammed M. Rasheed
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 27, Iss 5 (2023)
Shear failure in reinforced concrete beams has gained excessive study, particularly beams without stirrups. Because shear failure is considered the most serious due to it occurring suddenly without warning. Because of the seriousness of the matter co
Externí odkaz:
https://doaj.org/article/3d19bed0dde446be99aca3a2b58a00de
Publikováno v:
Engineering, Technology & Applied Science Research, Vol 13, Iss 4 (2023)
The composite box girder is a structural element with high torsional stiffness and resistance against flexural loads. A new form of bridge construction is the Concrete-Filled Steel Tubes (CFSTs) linked to composite slabs by steel trusses. In this stu
Externí odkaz:
https://doaj.org/article/29f061b9250846ef81403df0848744fa
Publikováno v:
Journal of Applied Science and Engineering, Vol 25, Iss 6, Pp 993-1001 (2022)
In this experimental work, eight beams are casted and tested under two-point load in order to study the influence of geo-grid layers on the performance of reinforced concrete beams. The tested beams have same dimensions (100 × 200) mm, clear span le
Externí odkaz:
https://doaj.org/article/adc83ece16a44261a0af317ea5a7b0f5
Autor:
Esam A. Tawfi, Mohammed M. Rasheed
Publikováno v:
Engineering and Technology Journal, Vol 34, Iss 5B, Pp 691-696 (2016)
The aim of this work was to investigate the photophysical behavior of polystyrene solutions under the effect of different solvents at different concentrations .Testband at 262 nm. There was no effect of solvents and concentration on the position of t
Externí odkaz:
https://doaj.org/article/63c86d6da2c9477cb5a61d2d9400a031
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 21, Iss 4 (2017)
The main objective of the current research is estimating of the structure performance of reactive powder concrete hemispherical domes and the effects of the changing of its thickness and steel fiber ratio on structural behavior. The current paper pre
Externí odkaz:
https://doaj.org/article/eabc16124b2a44f79ec933f54c0c2f4a
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 17, Iss 1 (2013)
The study is concerned with the structural behavior of (12) reinforced T-shaped cross-section beams made of self-compacting concrete under flexural with two types of fibers (polypropylene and steel fibers). Compression and tensile strengths, deflecti
Externí odkaz:
https://doaj.org/article/c4f683bc16854141a2f29b44b8182dcc
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 17, Iss 1 (2013)
The aim of this study is to investigate the punching shear of reinforced concrete slabs (with steel shearhead as shear reinforcement) under eccentric load; this simulates the effect of unbalance moment on slab column connection with shearhead. The re
Externí odkaz:
https://doaj.org/article/c89cb4b81fbc4c61b1e99e0048afaa76
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 16, Iss 4 (2012)
The study presents an experimental investigation on the influence of embedded steel plate (sandwich) as shearhead reinforcement on the punching shear strength of reinforced light concrete flat plates.Five half-scale models of slab-column connection o
Externí odkaz:
https://doaj.org/article/4bd03c4df5c6479696ab95207f59d658
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 16, Iss 3 (2012)
This paper presents the results of experimental studies on reinforced concrete columns strengthened with carbon fiber reinforced polymer (CFRP) under the combination of axial load and bending moment. A total of twelve specimens with square cross sect
Externí odkaz:
https://doaj.org/article/9c764c3996444783903f5c6bc06b9fd0