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    The Study on Dynamic and Mechanical Properties of Carbon and Polyamide Fiber Reinforced Isolators

    , M.Sc. Thesis Sharif University of Technology Jafari, Mohammad Hosein (Author) ; Bakhshi, Ali (Supervisor) ; Valadoost Tabrizi, Vahid (Supervisor)
    Abstract
    For the sake of decrease in energy and force of earthquake, seismic isolators are used. Regular seismic isolators are too heavy and damaged by chemical materials, therefore in this research a new approach is used that steel shim plates replaced by carbon and polyamide fibers. The aim of this research is to obtain the dynamic and mechanical properties of carbon and polyamide fiber reinforced isolators in comparison with steel reinforced isolators. In this approach, firstly some specimens have been designed and manufactured, then compresional and cyclic shear tests were carried out on them. All three type isolators are cylindrical and have identical diameter and height. The steel, carbon fiber... 

    Fabrication and Characterization of Hybrid NanoComposites Based on Epoxy/NanoDiamond/CarbonFiber

    , M.Sc. Thesis Sharif University of Technology Sepehri Sadeghian, Mohammad Sajjad (Author) ;
    Abstract
    Polymer composites, due to its exclusive properties, has a special place in industry. Epoxy resin with high adhesion property, low density, thermal stability and high chemical resistance has a special place as matrix in fabrication of high technology hybrid composites. Hybrid composites, due to its high strength and long fatigue life, used to reinforcing building structures and manufacturing fuselage. Layer and reactive structure near the firm core and wear-resistant of NDs, used to improvement of epoxy reisn and hybrid NanoComposite interphase properties. In this study, for improvement of the properties of hybrid NanoComposites, used the NDs in 0.25, 0.5 and 1 %wt with amine and carboxyl... 

    Experimental Study on Flexural and Shear Behavior of Steel Beams Using Carbon Laminate

    , M.Sc. Thesis Sharif University of Technology Shekarchi, Mohammad (Author) ; Khaloo, Alireza (Supervisor)
    Abstract
    There is a requirement for strengthening of steel structures due to undesirable design, wrong implementation, bad maintenance and changes in design codes. Many studies have been done on strengthening of concrete specimens but there is a need for reinforcement of steel specimens yet. In the present paper, results of an experimental study on strengthening and reinforcing of steel beams under mechanical loads have been presented. Totally, Sixteen steel specimens with span’s lengths of 0.2, 0.5 and 1 meter were reinforced by carbon laminates and subjected to -point bending load. Three failure modes of shear yielding, flexural yielding and lateral_torsional buckling in the beams were examined.... 

    Investigation of the Role of Fiber Reinforcement on the Performance of Rubber Based Friction Material

    , M.Sc. Thesis Sharif University of Technology Arjmand, Mohammad (Author) ; Shojaei, Akbar (Supervisor)
    Abstract
    Friction composites, as a part of vehicle safety system, should hold some characteristics such as high wear resistance, low weight, durability, low noise, stable friction coefficient, availability and low price. It is very interested to use mixture of rubber and resin in friction materials to reach good properties of both rubber and resin simultaneously. This mixture is especially used in railway’s brake pads. Fibrous reinforcement is another important ingredient in friction composites. Asbestos used to be the most significant fibrous reinforcement due to its appropriate tribological specifications but the recent ban on asbestos by environmental protection agency has forced the friction... 

    Corrosion Resistance of Steel Reinforcement in Concrete Using Cellulose and Carbon Fiber Materials in Persian Gulf Water

    , M.Sc. Thesis Sharif University of Technology Gharaei, Pedram (Author) ; Zabihollah, Abolghasem (Supervisor) ; Shams, Mohammad Reza (Supervisor)
    Abstract
    Corrosion study of the reinforced concrete is one of the most commonly investigation for the construction in civil engineering. The corrosion of embedded steel for the structures in the marine area like the Persian Gulf Sea Water needed considerable attentions. Presence of chlorides and decrease of pH in pores reinforcement depth of concrete is a serious problem. Research the corrosion rate in reinforced concrete system using fibers with a rebar is investigated. Cellulose and Carbon fiber materials are used as inhibitors. The addition of small quantities of these materials into the concrete mixture, will change the concrete permeability and the corrosion resistance rate. Tests demonstrate... 

    Experimental Investigation on Debonding between FRP sheets and Structures

    , M.Sc. Thesis Sharif University of Technology Haghighi, Sina (Author) ; Toufigh, Vahab (Supervisor)
    Abstract
    This study has investigated the effects of different environmental conditions on the bond at the interface between two fiber reinforced polymer (FRP) layers. A total of 945 single lap splice coupons with three bond length were made using wet lay-up technic. There were used three unidirectional fabrics and one type of epoxy resin. A Uniaxial tensile test was performed on samples after 2, 4, 12, 20, 28, 36 and 48 weeks of exposure. Also series of test were conducted in order to determine the minimum lap splice length of single splice FRP samples. The experimental results indicated reduction of bond strength in glass specimens that was 17 % after 48 weeks of exposure while for same amount of... 

    Effect of Carbon Fiber on Frictional and Wear Properties of Automotive Brake Pads

    , M.Sc. Thesis Sharif University of Technology Ahmadi Joukani, Farhad (Author) ; Shojaei, Akbar (Supervisor)
    Abstract
    In the recent decade, composites have been used in safety system of automobiles due to important characteristics such as high wear resistant and durability, low weight and also low noise pollution, stable friction coefficient, availability and low cost. In recent years, composites have attracted the attention of brake pads manufacturers because of their appropriate thermal and mechanical properties. Fibers play an important role in these material. Carbon fiber due to its features such as high strength, acceptable module, proper heat transfer coefficient and excellent resistant against thermal degradation has been considered by the experts but there is not any comprehensive research on... 

    Investigation on Seismic Behavior of Old Masonry Structure (A case study of Daniel historical sanctuary)

    , M.Sc. Thesis Sharif University of Technology Khoshnevis Hosseini, Arash (Author) ; Khalou, Alireza (Supervisor)
    Abstract
    Masonry structures are complex systems that require a thorough and detailed knowledge for analysis and designing, and especially maintaining their capability. Since the old historical masonry structures have cultural value, maintenance of such structures against natural disasters that cause destruction is important. The goal of this research is to find a method for protection of the historical masonry structure of Daniel shrine that is located in susa region in Khuzestan. According to the reference structures of architectural heritage, a number of challenges in conservation, diagnosis, analysis, monitoring, repair and strengthening are presented that limit the application of modern codes... 

    An Experimental Evaluation of Environmental Effects on Fiber Composites-Construction Materials Interface

    , Ph.D. Dissertation Sharif University of Technology Yarigarravesh, Mahdireza (Author) ; Mofid, Masood (Supervisor) ; Toufigh, Vahab (Supervisor)
    Abstract
    Most of the investigations during the two past decades focused on the effect of moisture and temperature on the bond at the interface of carbon or glass-fabrics and concrete, masonry or timber. Few investigations have studied the effect of chemical solutions, dry heat exposure and ultravilolent (UV) radiation on the bond at the interface of other types of fiber reinforced-polymers (FRPs) and masonry, timber and concrete in the short and long terms. Therefore, this research aims to investigate the effect of five chemical solutions with pH of 2.5±0.1, 7±0.1, 7.25±0.1, 10±0.1 and 12.5±0.1 on the interfacial bond strength between seven types of FRPs (unidirectional, bidirectional and hybrids)... 

    Seismic Performance Evaluation of Moment Frame Using Concrete Beams Reinforced with FRP Bars

    , M.Sc. Thesis Sharif University of Technology Ali Asghar Mamaghani, Mojtaba (Author) ; Khaloo, Alireza (Supervisor)
    Abstract
    Today, many evidences, including the distribution of galactic velocities, gravitational lensing observations, and the cosmic microwave background, show that there exist dark matter (non-baryon matter) in large-scale cosmological structures that are stable, free of charge and without color, which has gravitational interaction like normal matter. The hypothesis that weakly interacting massive particles (WIMPs) as a dark matter candidate with mass range of several tens of GeV to several teV and with the typical couplings of Electroweak order of magnitude, is an attractive and desirable model, Which naturally explains the density of cosmic dark matter in agreement with observations. Alongside... 

    Modeling of the Behavior of Prestressed Concrete Column Confined by CFRP Composites

    , M.Sc. Thesis Sharif University of Technology Yazdani, Mohammad (Author) ; Kazemi, Mohammad Taghi (Supervisor)
    Abstract
    Because of mistakes in the design and calculation, incoherence between construction and design, structural changes, changes in loads and also damages caused by the passage of the time, concrete structures need to be improved and strengthened. Polymeric sheets reinforced by fibers (FRP), according to their appropriate characteristic, are more efficient for strengthening concrete structures. Most studies on confined columns refers to confined RC columns with FRP and less mentioned about prestressed columns. In this study, the behavior of prestressed columns is analyzed by modeling a case of prestressed column in a nonlinear analysis software. Samples of confined concrete columns with CFRP and... 

    Numerical Analysis of Buried Pipelines Strengthened by FRP Subjected to Reverse Faulting

    , M.Sc. Thesis Sharif University of Technology Kazemi, Farshad (Author) ; Rahimzadeh Rofooei, Fayaz (Supervisor)
    Abstract
    Buried pipes are among the most important urban infra-structures which are developed to distribute water, gas, oil, etc.. Researchers have already demonstrated that extreme failures which lead to total disruption of the pipelines, both mains and the distribution network, due to permanent ground displacement in fault zones. In order to avoid any disturbance in the regular performance of pipelines and prevention of environmental contamination, there is a need to investigate the vulnerability of pipelines and their seismic retrofitting, if necessary. In the presented study, the method of pipeline retrofitting by high strength CFRP composite is investigated. In that regard, using a 3D model of... 

    Flexural Strengthening of Reinforced Concrete Beams by FRP Composites to Reduce Creep Deflection

    , M.Sc. Thesis Sharif University of Technology Zarringol, Mohammad Reza (Author) ; Kazemi, Mohammad Taqhi (Supervisor)
    Abstract
    The strengthening of reinforced concrete structures with externally bonded fibre reinforced polymer (FRP) laminates has shown excellent performance, so this technology is rapidly replacing externally bonded steel plates, steel or concrete jackets, and many traditional techniques available. In this study strengthening of reinforced concrete beams by GFRP to reduce creep deflection is investigated by mathematical method using available relations. Five RC beams with different dimensions, with and without strengthening with GFRP laminate, were investigated for their creep deflection. The creep coefficient of beams selected from experimental result that were mentioned in RILEM DATA BANK. In this... 

    Finite Element Modeling of Flexural Behavior of RC Beams Using FRP

    , M.Sc. Thesis Sharif University of Technology Jafarzadeh Eslami, Mehran (Author) ; Rahimzadeh Rofooei, Fayyaz (Supervisor)
    Abstract
    The flexural behavior of reinforced concrete beams through application of FRP is studied, considering FRP-concrete bonding. Moreover, the nonlinear behavior of concrete (generation of crack and crush) is taken into consideration. Different parameters such as the number of layers of CFRP sheets, the effect of tensile reinforcing bars, the effect of using glass fibers, and modeling resin layer between the concrete and FRP are investigated. The results are compared with the existing experimental tests and those obtained from analytical method, ACI 440.2R-08 and ISIS Canada. The results show that by adding CFRP sheet to the control beam, the stiffness and flexural strength of the beam improves... 

    Effect of Carbon and Glass FRP Confinement on Compressive Strength of Pre-Damaged Concrete Cylinders

    , M.Sc. Thesis Sharif University of Technology Mohammadi Firouz, Reza (Author) ; Joghatae, Abdolreza (Supervisor)
    Abstract
    Recent investigations on construction engineering have determined that repairing of Reinforced Concrete (RC) by means of fiber reinforced polymer (FRP) composites is an effective method of retrofitting existing columns. The main research in this thesis focuses on the repair of concrete specimens which are damaged and their initial strength has been reduced. To achieve this purpose, through experimental procedures, the effect of confining damaged concrete cylinders by FRP, has been investigated. The experimental program included three parameters: type of fibers (glass or carbon), type of confining (full or partial), and the number of layers. First concrete cylinders were made and loaded to... 

    Analytical Modeling of Debonding in Carbon Fiber Reinforced Polymer (CFRP)Strengthened Steel Beams

    , M.Sc. Thesis Sharif University of Technology Badri Benam, Masoud (Author) ; Kazemi, Mohammad Taghi (Supervisor)
    Abstract
    The fiber reinforced polymers (FRP) are widely used for strengthening and rehabilitation of concrete and steel structures. One of the serious collapse mechanisms of the Carbon Fiber Reinforced Polymer (CFRP) strengthened steel beam is due to debonding of the CFRP laminates in the vicinity of high stress concentration regions, such as, at the ends of the laminates. There are several analytical solutions for stress analysis of this effect. Nevertheless, most of these methods are applicable only in the elastic range. In this thesis a simple and efficient analysis modeling will be proposed and investigated for reasonable predicting of the debonding effect. The simplified analytical result will... 

    Investigation of Progressive Collapse Resistance of RC Structures Retrofitted at Joints by FRP Sheets

    , M.Sc. Thesis Sharif University of Technology Khazaee, amin (Author) ; Kazemi, Mohammad Taghi (Supervisor)
    Abstract
    Progressive collapse in the structures can be happened as a result of many events such as terrorist attack, planes or vehicle collision to the structures and etc. Researchers’ attention to this phenomenon after occurring progressive collapse in Ronan Point building attracted and by happening terroristic attacks in Alfred P. Murrah and WTC buildings, studies in this field has developed extensively, meanwhile some of the codes, including UFC 4-023-03 or GSA, have proposed general instructions and analytical methods for increasing the strength of the structure against progressive collapse. If the structure in this analysis, does not meet the acceptance criteria of the code, the structure must... 

    Behavior of RC Concrete Column Strengthened with CFRP, Steel Jacketand Reinforced Concrete Jacket

    , M.Sc. Thesis Sharif University of Technology Haghdel, Farhad (Author) ; Khaloo, Alireza (Supervisor)
    Abstract
    Reinforced concrete (RC) column in building often needs strengthening either due to defects in the column themselves, having to support higher loads than those foreseen in the initial design of the structure or as the result of ageing or accidental damage such as earthquake force. The use of FRP wrapping, steel caging or reinforce concrete jacketing for this purpose is now a common practice in many countries throughout the world. Even though a considerable number of researches have been conducted on retrofitting methods during past years, but very limited researches have been done to compare these methods. This research has investigated the effect of jacketing from different views. The... 

    Refilled Friction Stir Spot Joining of Aluminum to Polymer Sheets

    , M.Sc. Thesis Sharif University of Technology Karami Pabandi, Hossein (Author) ; Kokabi, Amir Hossein (Supervisor) ; Movahedi, Mojtaba (Supervisor)
    Abstract
    Today, dissimilar joining of metal to polymer is in increasing demand in automotive and aerospace industries. Conventional methods for dissimilar joining of metal to polymer have limitations such as need for complex system and high surface sensitivity. Therefore, in this study, it has been tried to join pre-drilled aluminum sheets to polymer, based on frictional heat and creation of interlocks between the base parts. Refilling the hole is the main advantage of the method. AA5052 sheet with 2 mm thickness and polypropylene reinforced with 3 wt% short-carbon-fiber composite were used as primary materials. The effect of hole diameter in 4 and 5.5 mm and tool rotational speed in 500, 1000, 1500... 

    Flexural Failure Mechanism of Concrete Beams Strengthened with FRP and Comparing The Result With Classic Method Of Strengthening

    , M.Sc. Thesis Sharif University of Technology Tahsiri, Hamid Reza (Author) ; Khaloo, Alireza (Supervisor)
    Abstract
    Retrofitting of reinforced concrete and steel structures is a very important issue in Structural Engineering due to the reasons such as drawbacks in previous codes, revision of application of structures , destructive environmental factors and deficiencies in construction process.
    Strengthening of structures with FRP composites is one of the methods that have been welcomed by researchers due to its unique properties including high tensile strength, light weight, simple application and resistance to corrosive environment. Although the main purpose of retrofitting is to increase the overall load carrying capacity of the structures, the failure mechanism of the strengthened member is also...