Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Abdesselam Zergua"'
Publikováno v:
Advances in Civil Engineering, Vol 2022 (2022)
This study investigates numerically utilizing nonlinear finite element (ANSYS software) and analytically the shear response of the Reinforced Concrete (RC) beams. Different beams are considered in the current study, such as RC, steel fibre reinforced
Externí odkaz:
https://doaj.org/article/d9763d04caeb4862bf461bcec8ca9939
Autor:
Sabiha Barour, Abdesselam Zergua
Publikováno v:
Journal of Building Materials and Structures, Vol 6, Iss 2, Pp 77-87 (2019)
Deteriorating and damage of some structural elements influence negatively their strength and the bearing capacity. However, it is necessary to take some measures improve structural performance. In this context, the composite material is often used to
Externí odkaz:
https://doaj.org/article/c55b96e5ae6d43cfbae647dce94c0c06
Autor:
Abdesselam Zergua, Mohamed Naimi
Publikováno v:
Journal of Civil Engineering and Management, Vol 12, Iss 2 (2006)
This research is achieved in the general frameâ€work of the study of the concrete behaviour. It has for objective the development of a numerical tool able to predict the behaviour of reinforced concrete columns with circular and square crossâ€s
Externí odkaz:
https://doaj.org/article/fb5f9e0126c5497cadd38c258e8a673b
Autor:
Sabiha Barour, Abdesselam Zergua
Publikováno v:
Journal of Engineering, Design and Technology. 19:339-357
Purpose This paper aims to analyze the performance of reinforced concrete (RC) beams strengthened in shear with carbon fiber-reinforced polymer (CFRP) sheets subjected to four-point bending. Design/methodology/approach ANSYS software is used to build
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3acb4f872f00e6db2ec7016db9278ae4
https://doi.org/10.1108/jedt-03-2020-0099
https://doi.org/10.1108/jedt-03-2020-0099
Publikováno v:
World Journal of Engineering. 17:183-202
PurposeThis paper aims to develop a non-linear finite element model predicting the response of externally strengthened beams under a three-point flexure test.Design/methodology/approachThe ANSYS software is used for modeling. SOILD65, LINK180, SHELL1
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::91cfb91f70f6f63d80c2faf65bdfc67d
https://doi.org/10.1108/wje-04-2019-0121
https://doi.org/10.1108/wje-04-2019-0121
Autor:
ABDESSELAM, ZERGUA1 zergua.abdesselam@umc.edu.dz
Publikováno v:
Sādhanā: Academy Proceedings in Engineering Sciences. Feb2015, Vol. 40 Issue 1, p235-248. 14p.
Autor:
Abdesselam Zergua, Sabiha Barour
Publikováno v:
GCEC 2017 ISBN: 9789811080159
Strengthening the reinforced concrete elements using polymer fibers continues to interest many researchers. In this context, an experimental study has been completed to evaluate the reinforcement on shear behavior of beams. Different fiber band posit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::897f8586a7b516a73533a2979816ae9f
https://doi.org/10.1007/978-981-10-8016-6_29
https://doi.org/10.1007/978-981-10-8016-6_29
Publikováno v:
Arabian Journal for Science and Engineering. 40:719-733
Plane membrane elements of class \({C^{\circ}}\) provide poor deflection and stress for problems where bending is dominant. They also encountered problems of continuity and compliance when connected to plate elements (elements of class C1). The scope
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::928c7f2a846ece001793238b00f7103f
https://doi.org/10.1007/s13369-014-1543-3
https://doi.org/10.1007/s13369-014-1543-3
Publikováno v:
Open Journal of Civil Engineering. :113-118
Waste and industrial by-products represent a significant percentage of the industrial landfill. The evaluation of these products has a dual effect: it avoids both the landfill (risk of environmental pollution) and limits the use of natural aggregates
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ca3d81efb834cbe6ce8bdcbaa0f493f3
https://doi.org/10.4236/ojce.2013.32013
https://doi.org/10.4236/ojce.2013.32013
Publikováno v:
Open Journal of Civil Engineering. :119-125
This paper presents the results of experimental investigations on mechanical properties of self compacting concrete made with local materials. The used materials were cement, aggregate and super plasticizer. Limestone powder, silica fume and blast fu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cc7c7faa74cf982621d3678ac4977f97
https://doi.org/10.4236/ojce.2013.32014
https://doi.org/10.4236/ojce.2013.32014