Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Nesreen M. Kassem"'
Publikováno v:
Journal of Advanced Research, Vol 5, Iss 1, Pp 67-77 (2014)
This paper presents an experimental study for the structural performance of reinforced concrete (RC) exterior beam–column joints rehabilitated using carbon-fiber-reinforced polymer (CFRP). The present experimental program consists of testing 10 hal
Externí odkaz:
https://doaj.org/article/2ef296a653de4a1aa2bc3d697248a172
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 176:287-305
This paper presents the results of both experimental and numerical investigations on the overall structural performance of two-equal-span reinforced concrete perforated (castellated) beams subjected to external pre-stressing. First, the effects of pr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::abb5f5739f8d1d16674b1bd74aafac47
https://doi.org/10.1680/jstbu.20.00206
https://doi.org/10.1680/jstbu.20.00206
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 174:581-594
Two configurations of closure strips between precast reinforced concrete (RC) slab panels were fabricated and filled with either non-shrink grout or ultrahigh-performance strain-hardening cementitious composite (UHP-SHCC) material. The strips were th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fa0c0585ca6668608e4a044bc5f978cf
https://doi.org/10.1680/jstbu.18.00226
https://doi.org/10.1680/jstbu.18.00226
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. :1-22
A reinforced concrete beam with a recess is an example of a non-prismatic beam, which develops stress concentrations at the corner of the recess owing to the abrupt change in its depth. This entail...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8e19a8c609fad5c1e1eb0753c9dbe702
https://doi.org/10.1680/jstbu.19.00239
https://doi.org/10.1680/jstbu.19.00239
Publikováno v:
MEJ. Mansoura Engineering Journal. 37:25-33
Ultra high performance-strain hardening cementitious composite (UHP-SHCC) is a composite material comprising a cement-based matrix and short polypropylene fibers with outstanding mechanical and protective performance against some natural attack such
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bd87bea3bf8a6273919ec878a261bdb3
https://doi.org/10.21608/bfemu.2021.156966
https://doi.org/10.21608/bfemu.2021.156966
Publikováno v:
Structures. 24:304-316
For a segmental pre-stressed beam, the joints between segments will open at the tension side under the effect of bending moment. Accordingly, the concrete will be crushed at the compression side and/or additional tensile force will be developed at th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3f7c9e62efa679274ec965d9e7985603
https://doi.org/10.1016/j.istruc.2020.01.027
https://doi.org/10.1016/j.istruc.2020.01.027
Publikováno v:
Magazine of Concrete Research. 71:309-324
Experimental findings and detailed analyses of the overall structural performance of properly detailed and strengthened reinforced concrete (RC) frame structures with defects are presented. Two strengthening techniques were implemented on the faulty
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::98c2be46093b69a318819032bba4f885
https://doi.org/10.1680/jmacr.17.00441
https://doi.org/10.1680/jmacr.17.00441
Publikováno v:
Engineering Structures. 250:113471
Introducing web openings in reinforced concrete (RC) beams became a common practice in order to provide easy passage ways for facility services. These openings can take any shape; however the most popular shapes are the square, the rectangular and th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::81668ca8a1bd50cfdbb63b61e9faef44
https://doi.org/10.1016/j.engstruct.2021.113471
https://doi.org/10.1016/j.engstruct.2021.113471
Publikováno v:
KSCE Journal of Civil Engineering. 22:2390-2405
This paper presents an experimental study in order to verify the efficiency of different connecting techniques in improving the horizontal shear resistance of composite concrete flanged beams. The studied composite beams consisted of precast concrete
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b85ffc158105fe29d2e9cf99e50e83b7
https://doi.org/10.1007/s12205-017-1563-0
https://doi.org/10.1007/s12205-017-1563-0
Publikováno v:
Engineering Structures. 143:441-454
The current paper presents an experimental study in order to verify the flexural performance of a new developed perforated beam system. This system facilitates passing the pipes of utility services through its perforations as well as it has a good-lo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::abbde6f0d3f014f2b9ab78b75c844c78
https://doi.org/10.1016/j.engstruct.2017.04.031
https://doi.org/10.1016/j.engstruct.2017.04.031