International Journal of Advanced Studies in Computer Science and Engineering (IJASCSE)
ISSN : 2278 7917

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International journal of advanced studies in Computer Science and Engineering (IJASCSE) maintains all published papers in Open Access Database which provides open access of all listed papers to universities, researchers and scholars. It is based on OAI-PMH protocols which help to index the research papers worldwide. All Issues published are dedicated to best practices on ethical matters, errors and retractions. The prevention of publication malpractice is one of the important responsibilities of the editorial board. Any kind of unethical behavior is not acceptable, and plagiarism is not tolerated in any form. Our ethic statements are based on Elsevier recommendations and COPE's Best Practice Guidelines for Journal Editors.

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IJASCSE Volume 12 Issue 02
Calculation of the local buckling in compression by the section damage method case of the standardized profiles
Author:
BARAKA Abdelhak; LFGMLaboratory, Civil engineering department, University of TAHRI Mohamed, Bechar, Algeria
Co-Authors (s) :
BEKKAR Izzeddine,TAB Bounoua; LFGMLaboratory, Civil engineering department, University of TAHRI Mohamed, Bechar, Algeria
Keywords:
Local buckling, Effective section, Hot rolled profiles, Damage parameter,Class of section.
e-Mail:
baraka.abdelhak@univ-bechar.dz
Abstract::
Local buckling in metal sections is such a threat that Eurocode 3 imposes a passage through the classification of the section before any verification of the resistance of the structural elements. This characterization process is not necessary for flexural design (all sections are class 1). While in compression, their areas have different strength classes, several of which are class 4. This work focuses on studying merchant profiles subject to the risk of local buckling in compression. The neglected (ineffective) part of their sections is supposed to be damaged, which allowed us to associate this local instability with the damage parameter. There, it was necessary to appeal to the damage mechanic notions to formulate the evolution of the local instability of the thin wall of a metallic section. This simplifying approach is proposed to directly obtain the effective characteristics of the normalized areas via a damage parameter (Dc) without resorting to the classification of the sections and the effective calculation. The results obtained led us to propose two empirical and predictive models of the damage parameter associated with local buckling. The latter was validated by an analytical calculation and subjected to a statistical analysis of their accuracy.
Effects of gravel type on the physico-mechanical characteristics of self-compacting concretes reinforced with steel fiber
Author:
Rachid Rabehi; Laboratory (LDMM), Civil Engineering Department, University of Djelfa, Algeria
Co-Authors :
Mohamed Rabehi; Civil Engineering Department, University of Djelfa, 17000 Djelfa, Algeria--Mohammed Omrane; Applied Automation and Industrial Diagnostic Laboratory, University of Djelfa, Algeria
Keywords::
self-compacting concrete, steel fiber, physico-mechanical properties, open porosity, quartz gravel, recycled gravel, correlation
e-Mail:
rachid.rabehi@univ-djelfa.dz
Abstract::
It has become vital to look for alternatives to the non-renewable natural resources utilized in the building industry due to the vast and quick expansion in that sector in order to safeguard such resources from waste. Recycling varied concrete debris from demolished concrete buildings to substitute natural gravel in the production of various concrete mix types is one way to do this. In this study, the physico-mechanical characteristics of steel fiber-reinforced self-compacting concrete made of quartz gravel were examined. The percentages of recycled gravel used to replace the quartz gravel were 25, 50, and 75%, respectively. According to the findings, up to 75% of the quartz gravel may be replaced with recycled gravel. The correlation between the concrete's ultrasonic speed and mechanical strength was strong and promising.
Simulation and parametric analysis of low pressure on the operation of a concentrated solar thermal installation
Author :
Mohammed BENRAMDANE; ETAP Laboratory, Department of Mechanical Engineering, Faculty of Technology. University of Tlemcen, Algeria
Co-Authors: :
Zakaria SARI HASOUN; MECACOM Laboratory, Department of Mechanical Engineering, Faculty of Technology. University of Tlemcen, Algeria---ALIANE Abdennour; ETAP Laboratory, Department of Mechanical Engineering, Faculty of Technology. University of Tlemcen, Algeria
Keywords:
Influence, temperatures, pressures, solar thermal installation, solar tower, steam turbine, thermal efficiency of a steam turbine
e-Mail:
benramdane2006@yahoo.fr
Abstract::
The exploitation of solar energy has become a major concern, especially since our country holds a significant solar potential during the year. We can use concentrated solar energy to produce electricity or heat. This contribution consists, from simulations, in the parametric analysis of the operation of a solar concentration thermal installation, highlighting the direction of the variation of the thermal efficiency as a function of the low pressure for a machine working according to the ideal cycle of RANKINE.
Vertical fragmentation and allocation in distributed databases using k-mean algorithm
Author :
Ahmed Benmelouka; LIM Laboratory, Amar Telidji University of Laghouat, Bp 37G, Ghardaia Road, Laghouat 03000, Algeria
Co-Authors: :
Benameur Ziani, Youcef Ouinten; LIM Laboratory, Amar Telidji University of Laghouat, Bp 37G, Ghardaia Road, Laghouat 03000, Algeria
Keywords:
vertical fragmentation; distributed databases; K-means; distance
e-Mail:
a.benmelouka@univ-djelfa.dz
Abstract::
Distributed database systems are increasingly becoming the dominant tools for data management. However, in these systems, the sites are remote and exchange a huge amount of data, which leads to bottlenecks as well as large disk accesses in data transfers that may be irrelevant. Query processing optimization techniques are an important concern for system administrators to improve the performance of distributed database systems (DDBS). Vertical fragmentation is a suitable solution but its complication lies in the large number of alternatives to obtain an optimal solution. This paper provides a new approach better suited to the problem of vertical fragmentation by the K-means classification algorithm but with our new adequate distance. To validate our approach, we compared our solution first with a vertical fragmentation algorithm called VFAR and second with the same k-means algorithm with the hamming distance.