Zobrazeno 1 - 10
of 21
pro vyhledávání: '"M. Jamal Shannag"'
Publikováno v:
Latin American Journal of Solids and Structures, Vol 11, Iss 7, Pp 1251-1274
This paper presents analytical and experimental results on ductility of reinforced lightweight concrete beams and columns in the form of moment curvature relationships, and compares the response with that of normal reinforced concrete members. The ex
Externí odkaz:
https://doaj.org/article/5476a8716be14beb90f72fd5c94a260e
Autor:
M. Jamal Shannag, Mahmoud Higazey
Publikováno v:
Civil Engineering Journal. 6:2457-2473
The deterioration or ageing of the existing infrastructures coupled with increased safety requirements necessitate immediate strengthening. Developing long lasting and cost effective repair techniques and materials continue to capture the attention o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4b1c8e62c783a0273ca612c60e3c2180
https://doi.org/10.28991/cej-2020-03091630
https://doi.org/10.28991/cej-2020-03091630
Publikováno v:
European Journal of Environmental and Civil Engineering. 20:899-913
A series of twenty-two shear-deficient lightweight reinforced concrete (LWRC) beams were casted and tested under four-point flexural loading to investigate the structural behaviour of shear-deficient LWRC beams retrofitted with adhesively bonded carb
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c4ed34c2af6f69dccff310bc161c7f83
https://doi.org/10.1080/19648189.2015.1084383
https://doi.org/10.1080/19648189.2015.1084383
Publikováno v:
Arabian Journal for Science and Engineering. 39:3525-3534
This experimental investigation explored the feasibility of using volcanic scoria rocks located in the north-western region of Saudi Arabia for producing structural lightweight concretes (SLWCs). Several concrete mixes were designed, produced, and te
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d074c2f1445c3818dc14a67df0025e24
https://doi.org/10.1007/s13369-014-1019-5
https://doi.org/10.1007/s13369-014-1019-5
Publikováno v:
Structure and Infrastructure Engineering. 10:604-613
A series of 40 lightweight reinforced concrete (LWRC) beams of 1400 mm length and a rectangular cross section of 150 × 200 mm were cast, strengthened and then tested under four-point bending test to study the effectiveness of using externally applie
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a07a0147f598fd53793a40fb8ddd89c3
https://doi.org/10.1080/15732479.2012.757790
https://doi.org/10.1080/15732479.2012.757790
Publikováno v:
The IES Journal Part A: Civil & Structural Engineering. 5:16-27
The present study examines the potential of using four different techniques in repairing and strengthening of preloaded, cracked, lightweight, reinforced concrete one-way solid slabs. Nineteen lightweight reinforced concrete (LWRC) slabs specimens we
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4392d9c33ebe403165ad792ceffa414b
https://doi.org/10.1080/19373260.2012.652936
https://doi.org/10.1080/19373260.2012.652936
Autor:
M. Jamal Shannag
Publikováno v:
Cement and Concrete Composites. 30:597-602
To explore the potential uses of ferrocement as a construction material, the flexural performance of ferrocement plates under normal and aggressive environments is investigated. A series of thin mortar plate specimens were cast with varying number of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::08b6f23d4e3ad4c2d1f3e2b5c8b2a75d
https://doi.org/10.1016/j.cemconcomp.2008.03.003
https://doi.org/10.1016/j.cemconcomp.2008.03.003
Publikováno v:
Engineering Structures. 29:2960-2967
A nonlinear static (pushover) procedure (NSP) was used to model the behavior of interior beam–column (B–C) joints under lateral cyclic loading. The results of the analytical and numerical solutions were compared with the results obtained from exp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2e9a82eee4e91bca815ca179683834b8
https://doi.org/10.1016/j.engstruct.2007.02.003
https://doi.org/10.1016/j.engstruct.2007.02.003
Publikováno v:
Materials and Structures. 41:287-299
Several repair techniques for restoring the structural capacity of heat-damaged high-strength reinforced concrete shallow beams using advanced composites are proposed. A series of 16 under-reinforced concrete hidden beams were cast, heated at 600°C
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dd42e559f859a6201b21049fc41f6cec
https://doi.org/10.1617/s11527-007-9238-9
https://doi.org/10.1617/s11527-007-9238-9
Autor:
M. Jamal Shannag, Suzan A. Al-Ateek
Publikováno v:
Construction and Building Materials. 20:834-840
This paper presents the results of an experimental investigation on a total of 30 under-reinforced concrete beams which were subjected to corrosion after the cover zone was replaced with different high-performance fiber reinforced cementitious compos
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0f6262eae2df6f240297d164ae9e8bc2
https://doi.org/10.1016/j.conbuildmat.2005.01.059
https://doi.org/10.1016/j.conbuildmat.2005.01.059