Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Karim S. Numayr"'
Publikováno v:
Journal of Engineering Science and Technology, Vol 13, Iss 7, Pp 2106-2124 (2018)
Three methods are used to investigate the behaviour of cantilevered and linearly tapered thin-walled high masts under different kinds of dynamic loadings. First, the mast is represented as a single degree of freedom system with a prescribed shape fun
Externí odkaz:
https://doaj.org/article/1da3c823ffc94c2b84064f4db9c6d93a
Publikováno v:
Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::debfe5e4cd83b4fcc1348b4a54fed234
https://doi.org/10.7712/120119.6932.20738
https://doi.org/10.7712/120119.6932.20738
Publikováno v:
KSCE Journal of Civil Engineering. 20:1437-1442
A three-dimensional micro-mechanical model for predicting the compressive strength of composite laminates is presented in this paper. The effect of initial misalignment of fiber angle on the compressive strength of fibrous composites is investigated.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e62b5a97b1e76097cb1c65974b869935
https://doi.org/10.1007/s12205-015-0713-5
https://doi.org/10.1007/s12205-015-0713-5
Autor:
Yousef S. Al Rjoub, Karim S. Numayr
Publikováno v:
Composites Part B: Engineering. 50:290-296
In this paper, an analogy is made between the solution of micro-buckling of fibrous composites using a three-dimensional model and that of biaxial bending of reinforced concrete short columns. Two approaches are used; the first one uses a reciprocal
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d79227b6311468db879717ad8916c101
https://doi.org/10.1016/j.compositesb.2013.02.046
https://doi.org/10.1016/j.compositesb.2013.02.046
Publikováno v:
Composites Part B: Engineering. 43:3431-3435
There have been a number of recent civilian deaths due to ammunition from commonly used firearms penetrating exterior walls of residential, public, and commercial buildings. Experimental research was conducted to study the behavior of three-dimension
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::df3bb5a6463957ae48aa97ecc811bcaa
https://doi.org/10.1016/j.compositesb.2012.01.027
https://doi.org/10.1016/j.compositesb.2012.01.027
Autor:
Rami H. Haddad, Karim S. Numayr
Publikováno v:
Construction and Building Materials. 21:428-435
An experimental program was conducted to investigate the effect of stresses and cracks, caused by alkali-silica reaction (ASR) and freezing and thawing (F/T), on bond between reinforcing steel and concrete. Pullout test cylinders, reinforced with 18
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e3cd27829963ee6c192b4910e1487130
https://doi.org/10.1016/j.conbuildmat.2005.07.012
https://doi.org/10.1016/j.conbuildmat.2005.07.012
Publikováno v:
Mechanics of Composite Materials. 42:231-242
The free-vibration behavior of symmetrically laminated fiber-reinforced composite beams with different boundary conditions is examined. The effects of shear deformation and rotary inertia, separately and/or in combination, on the free-vibration prope
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6580e6fedc224d1c4b7bd5047bb8a030
https://doi.org/10.1007/s11029-006-0033-4
https://doi.org/10.1007/s11029-006-0033-4
Publikováno v:
Thin-Walled Structures. 42:399-414
The finite difference method was used to solve differential equations of motion of free vibration of composite plates with different boundary conditions. The effects of shear deformation and rotary inertia on the natural frequencies of laminated comp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4202bffd84019a9caa0819dd84089458
https://doi.org/10.1016/j.tws.2003.07.001
https://doi.org/10.1016/j.tws.2003.07.001
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 156:373-379
This study investigates the flexural stiffness rigidity of reinforced concrete beams under dynamic excitation. The dynamic stiffness was determined from the natural frequency of vibration of reinforced concrete beams statically loaded to various leve
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6e5b6551ae409a0a7c1af12a7757b297
https://doi.org/10.1680/stbu.2003.156.4.373
https://doi.org/10.1680/stbu.2003.156.4.373
Autor:
Rami H. Haddad, Karim S. Numayr
Publikováno v:
Mechanics of Advanced Materials and Structures. 8:283-297
A stability problem of composite beams with multiple delamination was tackled. A closed-form solution was found and buckling loads of composite beams with two delaminations were determined in order to obtain their compressive load-carrying capacity.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::875afb586ae573b5053bb7bc1bdee965
https://doi.org/10.1080/107594101753172520
https://doi.org/10.1080/107594101753172520