Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Waleed A. Waryosh"'
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 26, Iss 2, Pp 40-55 (2022)
In this research the punching shear behavior of Self-Compacted bubble RC slab was investigated after burning it in real fire test until reach 300 C° and cooling it by air and water Experiment results show that using self-compacted concrete improves
Externí odkaz:
https://doaj.org/article/4bfc56251e31408ba3e3877a19f7b027
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 17, Iss 4 (2013)
Concrete sandwich panel [CSP] is a relatively new and innovated form of construction. In the present study, it is consisting of a layer of light weight concrete [L.W.C], sandwiched between two outer layers of reinforced concrete which are connected t
Externí odkaz:
https://doaj.org/article/78db3c94627e4507b751583f3d07fa34
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
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 13, Iss 1 (2009)
The present study is concerned with the behavior of composite steel deck-concrete slabs under the effect of high temperature. Twenty-eight slabs were prepared for this matter and divided into eight groups. The parameters included in this study are sl
Externí odkaz:
https://doaj.org/article/6b19064f1cb44e8fb4a6aba6b79b6bc8
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 12, Iss 4 (2008)
The effect of time dependent compression of consolidation settlement is modeled by using the finite element formulation of the coupled field equations for deformation and excess pore water pressure generated by an increment of loading applied to a sa
Externí odkaz:
https://doaj.org/article/5c36863ee09d48dbadd7138a268e4b93
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 10, Iss 3 (2006)
Ultimate capacity of composite concrete-steel deck (a composite slab) is the topic of this study. A composite slab consists of two or more structural components of different materials. The main aim of using a composite slab is to make full use of the
Externí odkaz:
https://doaj.org/article/088b53db22da48b8a13ff2738528d19e
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 9, Iss 4 (2005)
his study includes a series of pullout tests which contain fifty four specimens with short bonded length (5db) to study the effect of many variables on bond strength for normal and high strength concrete. The variables are: (bar diameter, concrete co
Externí odkaz:
https://doaj.org/article/9faba389af2a4a35aa1cbf55a5a06358
Autor:
Eman Jwad, Waleed Awad Waryosh
Publikováno v:
Journal of Engineering and Sustainable Development. 27:104-116
Fibrous concrete's shear strength behavior is important in structural design. Brackets, corbels, and ledger beams are examples of concrete members that might collapse in shear. Such a failure might be brittle and sudden. Fibers improve concrete's beh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f5d55d080e0d447f54bb34dc556d1a7f
https://doi.org/10.31272/jeasd.27.1.9
https://doi.org/10.31272/jeasd.27.1.9
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering. 44:649-660
Construction of flexible pavements with hot mix asphalt (HMA) consumes a huge amount of energy, which exhausts the resources and impacts the environment. Warm mix asphalt (WMA) has advantages over HMA in terms of mixing and compaction temperature red
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7bcc9fbd3bfc89b8623955aca8018678
https://doi.org/10.1007/s40996-020-00397-7
https://doi.org/10.1007/s40996-020-00397-7
Publikováno v:
Journal of Physics: Conference Series. 1895:012061
This paper concerns the biaxial shear capacity of reinforced concrete beams utilizing the “simple test method”. Applying the vertical shear force to the tilted beam. This loading condition simulated the response of the simply supported beams unde
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f8d5b86f8f0f5f3803a5deac538f2788
https://doi.org/10.1088/1742-6596/1895/1/012061
https://doi.org/10.1088/1742-6596/1895/1/012061