أ. صلاح الناصر أحمد تحصل علي درجة البكالوريوس في الهندسة الجيوتقنية من جامعة طرابلس, ليبيا ,سنة 2010, وتحصل على درجة الماجستير في مجال الهندسة الإنشائية من جامعة كيبيك, مونتريال, كندا, سنة 2017. حاليا هو محاضر مساعد بقسم الهندسة الجيولوجية, كلية الهندسة, جامعة طرابلس. تشمل اهتماماته البحثية ، استقرار المنحدرات ، الأساسات الضحله ، استخدام Matlab في مشاكل الهندسة الجيوتقنية ، تطبيق Python في الهندسة الجيوتقنية ، وتحليل العناصر المحدودة في الهندسة الجيوتقنية.

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Dynamic Modeling and Control Design for a Nonlinear Coupled Tank liquid level System

Abstract The quadruple-tank process has been widely used in control literature to illustrate many concepts in multivariable control, particularly, performance limitations due to multivariable right half-plane zeros. The main feature of the quadruple-tank process is the flexibility in positioning one of its multivariable zeros on either half of the‘s’ plane A nonlinear and linear dynamic model for the quadruple-tank process are derived. The nonlinear model is derived from Johansson nonlinear dynamic system and describes the complicated dynamics of the physical plant when the system is setting in the non-minimum phase. The simulation results show that PID controllers have acceptable performances especially when the system is minimum-phase system while in the non-minimum-phase the controller is poor. Also it is shown that the linear quadratic Gaussian with loop transfer recover (LQG/LTR) is better than PID controller when the system is minimum-phase while in the non-minimum-phase the controller is not acceptable because (LQG/LTR) compensators generally cannot be designed for non-minimum-phase plants. Simulation results show that the proposed Decentralized fuzzy logic controller has a remarkable performance for tracking the multi step reference trajectories while at the same time it is robust against voltage changes. The Simulation results confirm the effectiveness of the proposed control methodology.
أبوبكر عبدالكريم أبو شاقور (2010)

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Estimation of Some Geotechnical Properties of Tripoli Sand by Using Dynamic Cone Penetrometer (Dcp)

Abstract Determination of the in-situ engineering properties of subsurface ground materials has always been a challenge for geotechnical engineers. Several in –situ test methods have been developed. Dynamic cone penetration test (DCPT) is one of the in-situ penetration tests which have been widely used to determine the geotechnical parameters of soil. The dynamic cone penetration test (DCPT) is a quick and easy to set up and run onsite. Due to the economy and simplicity of the test, better understanding of correlations between its results and the geotechnical parameters of soil can reduce significantly the efforts and cost to evaluate the engineering properties of ground materials. In this research, a light weight simple DCP device was used for evaluation of some engineering properties of Tripoli sand. The device consisted of an 8kg hammer that drops over a height of 575 mm and drives a 60o cone tip with 20 mm base diameter into the ground. The intention of this investigation is to obtain sufficient data to establish appropriate and reliable correlations among soil parameters and DCPT results. In order to investigate the effect of fine material content on the correlations between the geotechnical parameters and the penetration index (PI) of the DCPT of Tripoli sand, soil samples of different fine material content have been prepared and tested. This research presents the results of the laboratory tests as well as the analysis and discussion of these results. Based on the analysis of test results, the relationships between the DCPT results (penetration index, PI) and the geotechnical parameters of Tripoli sand such as relative density and CBR value are obtained. In this study penetration index of the dynamic cone penetration test from the laboratory prepared samples were correlated with laboratory CBR,s for a number of different soil types. Unique models were found for each type of soil with good coefficient of determination (R2). The combined data gave also a correlation between CBR and penetration index PI which compare very well with those obtained from other studies. There is no clear correlation between the penetration index and both the dry density (gr/cm3) and relative density, with wide scatter and a low coefficient of determination (R2) value.
نورالدين سالم الكثاري (2011)

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“Investigation on Mode I Fracture Behavior of Hybrid Fiber-Reinforced Geopolymer Composites

Download PDF Research Article - Civil EngineeringPublished: 31 July 2019Investigation on Mode I Fracture Behavior of Hybrid Fiber-Reinforced Geopolymer CompositesNeha P. Asrani, G. Murali, […]K. Karthikeyan Arabian Journal for Science and Engineering volume 44, pages8545–8555(2019)Cite this article 225 Accesses 4 Citations Metricsdetails Abstract Recent reports in the literature have shown that fiber-reinforced geopolymer composites (FRGC) made with monofibers exhibit a significant enhancement in fracture energy. However, many aspects of the fracture performance of hybrid fiber-reinforced geopolymer composites (HFRGC) remain largely unexploited, and these are predominant for the structures. For the first time, the mode I fracture energy of HFRGC is investigated. The mode I behavior was assessed using pre-notched beams in accordance with the RILEM three-point bending test. Five different HFRGC mixtures were prepared using three fiber types: steel, polypropylene and glass (SF, PF and GF). The parameters of the pre-notched beam in flexure tested in this study were the first crack and peak load, crack mouth opening displacement at the first crack load and peak load, equivalent tensile strength, post-peak slope, reinforcing index, residual tensile strength and fracture energy. The results reveal that there is a positive interaction amidst the fibers in geopolymer composites that leads to an enhancement in the mode I fracture energy compared to the reference specimen. This study probes the influence of novel HFRGC while producing high-quality concrete, which can then be leveraged for sustainable infrastructure and various civil engineering works. arabic 15 English 79
Hakim Salem Abdelgader Abdelgader (7-2019)

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Dynamic Modeling and Control Design for a Nonlinear Coupled Tank liquid level System

Estimation of Some Geotechnical Properties of Tripoli Sand by Using Dynamic Cone Penetrometer (Dcp)

“Investigation on Mode I Fracture Behavior of Hybrid Fiber-Reinforced Geopolymer Composites

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كلية الهندسة

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