Zobrazeno 1 - 10
of 46
pro vyhledávání: '"Wissam D. Salman"'
Publikováno v:
Diyala Journal of Engineering Sciences, Vol 15, Iss 3 (2022)
Utilizing Bubbles in the slab is a revolutionary way to get rid of the concrete in the middle of a traditional slab; since this concrete serves no structural purpose and adds a lot of dead weight to the structure, using a bubble in the slab will weak
Externí odkaz:
https://doaj.org/article/ee5de1b308164b9b859b603db37f4cfc
Autor:
Thakaa A. Hussien, Wissam D. Salman
Publikováno v:
Diyala Journal of Engineering Sciences, Vol 15, Iss 2 (2022)
Columns are one of the important structural members of engineering buildings. The impairment of reinforced concrete columns is one of the important problems affecting most structures, therefore the confinement of columns by fiber-reinforced polymers
Externí odkaz:
https://doaj.org/article/337a6c73137640a1b64b123c097b2192
Publikováno v:
Diyala Journal of Engineering Sciences, Vol 15, Iss 1 (2022)
The deflection of reinforced concrete beams with various cross-sections was investigated in this work. The experimental program comprised of four reinforced concrete beams that were simply supported. They were put through a two-point load test. High
Externí odkaz:
https://doaj.org/article/3162ec1939e64e4fb1889b3e0d5dd02b
Autor:
Wissam D. Salman, Saif M. Salman
Publikováno v:
Diyala Journal of Engineering Sciences, Vol 14, Iss 3 (2021)
The strengthening and rehabilitation of reinforced concrete structures is an important issue all over the world. Fiber-reinforced composites (FRC) are mainly used for the strength and rehabilitation of concrete members. However, its use is limited du
Externí odkaz:
https://doaj.org/article/33e130e8faf64061a5e72099b1aee7c6
Publikováno v:
Case Studies in Construction Materials, Vol 14, Iss , Pp e00529- (2021)
Strengthening for buildings is considered a promising technique in civil engineering, as the buildings may be exposed to various factors that make strengthening a necessity. One of the most important strengthening techniques is the near-surface mount
Externí odkaz:
https://doaj.org/article/fbb4a12fe30d47db98f0c3887a50a8dc
Publikováno v:
Tikrit Journal of Engineering Sciences, Vol 26, Iss 1, Pp 51-61 (2019)
Hollow sections of steel are widely used in many engineering applications as structural members. This paper aims at studying the flexural behavior of a composite beams with steel tubes sections through a series of bending tests in order to study and
Externí odkaz:
https://doaj.org/article/185f3bb4d32043a29f4a74321e61ca65
Publikováno v:
Diyala Journal of Engineering Sciences, Vol 13, Iss 2 (2020)
In this paper, the effects of ground granulated blast furnace slag (GGBFS) content proportion on the development of compressive strength of geopolymer pastes were studied. Eleven geopolymer pastes mixes replacement (0% to 100%) by increment (10%) of
Externí odkaz:
https://doaj.org/article/2f4187e5bd3348aab7b224ecb3f17822
Autor:
Hanaa A. Ali, Wissam D. Salman
Publikováno v:
Diyala Journal of Engineering Sciences, Vol 13, Iss 1 (2020)
Hybrid double skin tubular members (DSTMs) are composite section of three material FRP tube outside, steel tube inside and concrete sandwiches in between. The current study investigated the behavior of fourteen circular DSTCs under axial load. Every
Externí odkaz:
https://doaj.org/article/d14d838afcb64de3bca48e58dc02ebb2
Publikováno v:
Diyala Journal of Engineering Sciences, Vol 12, Iss 4 (2019)
The current paper aims to investigate the effect of steel tube thickness on the structural behavior of concrete composite beams with different steel tube sections. The experimental work of this study included a series of bending tests. The loading ty
Externí odkaz:
https://doaj.org/article/fad7325e435c4532bb6dfe580c33e512
Autor:
Amer M. Ibrahim, Wissam D. Salman
Publikováno v:
Engineering and Technology Journal, Vol 33, Iss 3A, Pp 738-752 (2015)
In the present study, three-dimensional nonlinear finite element analyses were conducted to investigate the effect of several important parameters on the behavior of the external prestressed continuous composite steel-concrete beam. These parameters
Externí odkaz:
https://doaj.org/article/1c6730013e364e7a9c28e7a8d65a9a59