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IRJET- Strengthening of Partially Damaged Deficient RC Beam with Externally Bonded BFRP Composites using FEA
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Digital Signal Processing Lecture notes n.pdf
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AbrahamGadissa
This is a assigned group presentation given by my Computer Science course teacher at Green University of Bangladesh, Bangladesh. My Presentation Topic was - Cloud Computing This group presentation includes the work Md. Shahidul Islam Prodhan, pages no 10 - 15. www.facebook.com/TheShahidul www.twitter.com/TheShahidul www.linkedin.com/TheShahidul
Cloud-Computing_CSE311_Computer-Networking CSE GUB BD - Shahidul.pptx
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Md. Shahidul Islam Prodhan
This document is by explosives industry in which document discussed manufacturing process and flow charts details by nitric acid and sulfuric acid and tetra benzene and step by step details of explosive industry explosives industry is produced raw materials and manufacture it by manufacturing process
Explosives Industry manufacturing process.pdf
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884710SadaqatAli
The Project entitled “PHARMACY MANAGEMENT SYSTEM” is systematic approach made towards maintaining purchase details, stock details, order details, sales details, sales return details, payment details, buyer details, the record are manually maintained id’s provide lots of problem. Hence we need of data to be computerized.
Pharmacy management system project report..pdf
Pharmacy management system project report..pdf
Kamal Acharya
The proposed project is developed to manage the automobile in the automobile dealer company. The main module in this project is login, automobile management, customer management, sales, complaints and reports. The first module is the login. The automobile showroom owner should login to the project for usage. The username and password are verified and if it is correct, next form opens. If the username and password are not correct, it shows the error message. When a customer search for a automobile, if the automobile is available, they will be taken to a page that shows the details of the automobile including automobile name, automobile ID, quantity, price etc. “Automobile Management System” is useful for maintaining automobiles, customers effectively and hence helps for establishing good relation between customer and automobile organization. It contains various customized modules for effectively maintaining automobiles and stock information accurately and safely. When the automobile is sold to the customer, stock will be reduced automatically. When a new purchase is made, stock will be increased automatically. While selecting automobiles for sale, the proposed software will automatically check for total number of available stock of that particular item, if the total stock of that particular item is less than 5, software will notify the user to purchase the particular item. Also when the user tries to sale items which are not in stock, the system will prompt the user that the stock is not enough. Customers of this system can search for a automobile; can purchase a automobile easily by selecting fast. On the other hand the stock of automobiles can be maintained perfectly by the automobile shop manager overcoming the drawbacks of existing system.
Automobile Management System Project Report.pdf
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Kamal Acharya
This portfolio contains selected projects I completed during my undergraduate studies. 2018 - 2023
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seandesed
ENERGY STORAGE DEVICES
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VigneshvaranMech
In present era, the scopes of information technology growing with a very fast .We do not see any are untouched from this industry. The scope of information technology has become wider includes: Business and industry. Household Business, Communication, Education, Entertainment, Science, Medicine, Engineering, Distance Learning, Weather Forecasting. Carrier Searching and so on. My project named “Event Management System” is software that store and maintained all events coordinated in college. It also helpful to print related reports. My project will help to record the events coordinated by faculties with their Name, Event subject, date & details in an efficient & effective ways. In my system we have to make a system by which a user can record all events coordinated by a particular faculty. In our proposed system some more featured are added which differs it from the existing system such as security.
Event Management System Vb Net Project Report.pdf
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Kamal Acharya
This project aims at the Introduction to app Service Management. This software is designed keeping in mind the user’s efficiency & ease of handling and maintenance , as and secured system over centralized data handling and providing with the features to get the complete study and control over the business. The report depicts the basics logic used for software development long with the Activity diagrams so that logics may be apprehended without difficulty. For detailed information, screen layouts, provided along with this report can be viewed. Although this report is prepared with considering the results required these may be across since the project is subjected to future enhancements as per the need of organizations.
Online resume builder management system project report.pdf
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Kamal Acharya
Laundry firms currently use a manual system for the management and maintenance of critical information. The current system requires numerous paper forms, with data stores spread throughout the laundry management infrastructure. Often information is incomplete or does not follow management standards. Records are often lost in transit during computation requiring a comprehensive auditing process to ensure that no vital information is lost. Multiple copies of the same information exist in the laundry firm data and may lead to inconsistencies in data in various data stores. A significant part of the operation of any laundry firm involves the acquisition, management and timely retrieval of great volumes of information. This information typically involves; customer personal information and clothing records history, user information, price of delivery and received date, users scheduling as regards customers details and dealings in service rendered, also our products package waiting list. All of this information must be managed in an efficient and cost wise fashion so that the organization resources may be effectively utilized. We present the design and implementation of a laundry database management system (LBMS) used in a laundry establishment. Laundry firms are usually faced with difficulties in keeping detailed records of customers clothing; this little problem as seen to most laundry firms is highly discouraging as customers are filled with disappointments, arising from issues such as customer clothes mix-ups and untimely retrieval of clothes. The aim of this application is to determine the number of clothes collected, in relation to their owners, as this also helps the users fix a date for the collection of their clothes. Also customer’s information is secured, as a specific id is allocated per registration to avoid contrasting information.
Laundry management system project report.pdf
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Kamal Acharya
About Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol. • Remote control: Parallel or serial interface. • Compatible with MAFI CCR system. • Compatible with IDM8000 CCR. • Compatible with Backplane mount serial communication. • Compatible with commercial and Defence aviation CCR system. • Remote control system for accessing CCR and allied system over serial or TCP. • Indigenized local Support/presence in India. • Easy in configuration using DIP switches. Technical Specifications Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol. Key Features Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol. • Remote control: Parallel or serial interface • Compatible with MAFI CCR system • Copatiable with IDM8000 CCR • Compatible with Backplane mount serial communication. • Compatible with commercial and Defence aviation CCR system. • Remote control system for accessing CCR and allied system over serial or TCP. • Indigenized local Support/presence in India. Application • Remote control: Parallel or serial interface. • Compatible with MAFI CCR system. • Compatible with IDM8000 CCR. • Compatible with Backplane mount serial communication. • Compatible with commercial and Defence aviation CCR system. • Remote control system for accessing CCR and allied system over serial or TCP. • Indigenized local Support/presence in India. • Easy in configuration using DIP switches.
Standard Reomte Control Interface - Neometrix
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Neometrix_Engineering_Pvt_Ltd
High-altitude bulk installation refers to the method of total assembling of small assembled units or loose parts directly in the design position, applicable to the installation of space structure such as space frame and reticulated shell.
Construction method of steel structure space frame .pptx
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wendy cai
PHP and MySQL project on Hall Booking System is a web based project and it has been developed in PHP and MySQL and we can manage Payment, Booking, Inventory, Booking Dates, Customers and Hall from this project. The main objective to develop Hall Booking System PHP, MySQL, JAVA SCRIPT and BOOTSRAP Project is to overcome the manual errors and make a computerized system. In this project, there are various type of modules available to manage Customers, Booking, Payment. We can also generate reports for Booking, Payment, Booking Dates, Hall. Here the Payment module manage all the operations of Payment, Booking module can manage Booking, Inventory module is normally developed for managing Inventory, Booking Dates module manages Booking Dates operations, Customers module has been implemented to manage Customers. In this project all the modules like Payment, Booking Dates, Booking are tightly coupled and we can track the information easily. Ifyou are looking for Free Hall Booking System Project in PHP and MySQL then you can visit our free projects section. We can easily get the list of wedding halls & lawns in Nagpur. Also we have detailed contact information for some particular hall. But we cannot get the availability about hall. So background behind this web portal is that it gives the area wise listing of wedding halls & lawns with the detailed information of individual and also display for particular date the hall is available or not. Just dial is the system in which we can only find the name of Hall and Lawns in city. In just dial we cannot find Halls in specific area. This system cannot show all information about any Hall. This system is not able to book the Halls online. The A Web Based Hall Booking Management System is designed to overcome the disadvantage of previous system.We can easily get the list of Wedding Halls. But we cannot get the availability about Hall. So background behind this web portal is that it gives the area wise listing of Wedding Halls with the detailed information of individual and also display for particular date the Hall is available or not. This is a special type of web portal to easily get the information of all Wedding Halls in Nagpur which display separate calendar for separate Hall. For particular date the Hall. We can availability of Hall as well as Lawns detailed information about individuals Hall in our web portal . It provides all facilities to clients with lowest cost and lowest maintenance problems.
Hall booking system project report .pdf
Hall booking system project report .pdf
Kamal Acharya
NO1 Pandit Amil Baba In Bahawalpur, Sargodha, Sialkot, Sheikhupura, Rahim Yar Khan, Jhang, Dera Ghazi Khan, Gujrat +92322-6382012
NO1 Pandit Amil Baba In Bahawalpur, Sargodha, Sialkot, Sheikhupura, Rahim Yar...
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Introduction to Machine Learning Notes
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C Sai Kiran
Teaching effects after 128 hours of Building Information Modeling course in Cracow, Poland. Natalia works in Revit, Navisworks and Dynamo for BIM Coordination position. More https://bim.edu.pl or https://bimedu.eu
Natalia Rutkowska - BIM School Course in Kraków
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bim.edu.pl
List of Best Scientist Who Gives Big Contribution in Civil Engineering Filed, in this we provide how they Contribute in Civil Engineering filed, For Data Collection civilthings.com helps us a lot.
Top 13 Famous Civil Engineering Scientist
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Frequent Itemsets and Clustering
KIT-601 Lecture Notes-UNIT-4.pdf Frequent Itemsets and Clustering
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Dr. Radhey Shyam
Q.1 A single plate clutch with both sides of the plate effective is required to transmit 25 kW at 1600 r.p.m. The outer diameter of the plate is limited to 300 mm and the intensity of pressure between the plates not to exceed 0.07N / m * m ^ 2 Assuming uniform wear and coefficient of friction 0.3, find the inner diameter of the plates and the axial force necessary to engage the clutch. Q.2 A multiple disc clutch has radial width of the friction material as 1/5th of the maximum radius. The coefficient of friction is 0.25. Find the total number of discs required to transmit 60 kW at 3000 r.p.m. The maximum diameter of the clutch is 250 mm and the axial force is limited to 600 N. Also find the mean unit pressure on each contact surface. Q.3 A cone clutch is to be designed to transmit 7.5 kW at 900 r.p.m. The cone has a face angle of 12°. The width of the face is half of the mean radius and the normal pressure between the contact faces is not to exceed 0.09 N/mm². Assuming uniform wear and the coefficient of friction between the contact faces as 0.2, find the main dimensions of the clutch and the axial force required to engage the clutch. Q.4 A cone clutch is mounted on a shaft which transmits power at 225 r.p.m. The small diameter of the cone is 230 mm, the cone face is 50 mm and the cone face makes an angle of 15 deg with the horizontal. Determine the axial force necessary to engage the clutch to transmit 4.5 kW if the coefficient of friction of the contact surfaces is 0.25. What is the maximum pressure on the contact surfaces assuming uniform wear? Q.5 A soft surface cone clutch transmits a torque of 200 N-m at 1250 r.p.m. The larger diameter of the clutch is 350 mm. The cone pitch angle is 7.5 deg and the face width is 65 mm. If the coefficient of friction is 0.2. find: 1. the axial force required to transmit the torque: 2. the axial force required to engage the clutch; 3. the average normal pressure on the contact surfaces when the maximum torque is being transmitted; and 4. the maximum normal pressure assuming uniform wear. Q.6 A single block brake, as shown in Fig. 1. has the drum diameter 250 mm. The angle of contact is 90° and the coefficient of friction between the drum and the lining is 0.35. If the torque transmitted by the brake is 70 N-m, find the force P required to operate the brake. Q.7 The layout and dimensions of a double shoe brake is shown in Fig. 2. The diameter of the brake drum is 300 mm and the contact angle for each shoe is 90°. If the coefficient of friction for the brake lining and the drum is 0.4, find the spring force necessary to transmit a torque of 30 N-m. Also determine the width of the brake shoes, if the bearing pressure on the lining material is not to exceed 0.28N / m * m ^ 2
RS Khurmi Machine Design Clutch and Brake Exercise Numerical Solutions
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1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 6236 STRENGTHENING OF PARTIALLY DAMAGED DEFICIENT RC BEAM WITH EXTERNALLY BONDED BFRP COMPOSITES USING FEA Shaziya Ibrahim1, Adila Abdulla Kunju2 1Mtech Student, Computer Aided Structural Engineering, ICET, Mulavoor P.O, Muvattupuzha, Kerala, India 2Assistant Professor, Civil Department, ICET, Mulavoor P.O, Muvattupuzha, Kerala, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract – The failure of civil structure means loss of structural integrity due to loss of the load-carrying capacity. While experimental methods of investigation helps in evaluating the performanceofthesedeficientstructuresunder simulated loading conditions, use of numerical modelshelps in developing a good understanding of the behavior and tocarry out parametric studies at lower costs. There are various methods for strengthening reinforced concrete beamsagainst shear. External bonding of various composite members to RC beams is very popularandsuccessfultechnique internationally nowadays. This study presents numerical results on strengthening of shear deficient RC beam by external bonding of Basalt Fiber Reinforced Polymer(BFRP) usingANSYS. BFRP straps were bonded along the shear deficient beams for strengthening against shear by using epoxy. The increase in strength and ductility where compared for different configurations in wrapping for BFRP composite. The results confirmed that all BFRP arrangements improved the strength and stiffness of the beam significantly. Key Words: Reinforced concrete beam, shear strengthening, BFRP, epoxy, Non-linear finite element analysis 1. INTRODUCTION A structure is designed for a specific period and depending on the nature of the structure, its design life varies. For a domestic building, this design life could be as low as twenty- five years, whereas for a public building, it could be fifty years. Deterioration in concrete structures is a major challenge faced by the infrastructure and bridge industries worldwide. The deterioration can be mainly due to environmental effects, which includes corrosion of steel, gradual loss of strength with ageing, repeated high intensity loading, variationintemperature,freeze-thawcycles,contact with chemicals and saline water and exposuretoultra-violet radiations. As completereplacementorreconstructionofthe structure will be cost effective, strengthening or retrofitting is an effective way to strengthen the same. The use of FRP composites for structural strengthening was initiated in the late 1980s. FRP has some advantages over traditional steel plates, such as high strength to weight ratio, resistance to corrosion, flexibility and overall versatility. Basalt FRP (BFRP) is a promising material forthe application to structure strengtheningwithitsadvantagesof low cost, corrosionresistant andsoundmechanical property. Basalt fibre is a relative newcomer to fibre reinforced polymers and structural composites. It has a similar chemical composition as glass fibre but has better strength characteristics, and unlike most oftheglassfibres,itishighly resistant to alkaline, acidic and salt attack,whichismakingit a good candidate for concrete, bridge and shoreline structures. Compared to carbon and aramid fibre, it has the features of wider application temperature range -269°C to +650°C, higher compression strength, and higher shear strength. The price of fibres made from basalt is higher than those made of E-glass, but less than S-glass, aramid or carbon fibre and as worldwide production increases,itscost of production should reduce further. Basalt fibres have high potential and are getting a lot of attention due to its high temperature and abrasion resistance. Compared to FRPs made from carbon, glass and aramid fibre, its use in the civil infrastructure market is very low. Fig -1: Basalt Fiber Reinforced Polymer 2. NUMERICAL INVESTIGATION USING ANSYS WORKBENCH 16.1 2.1 Base Model In this study, numerical investigations are carried out in a shear deficient RC beam. The numerical models are then used for studying the efficacy and effectiveness of various strengthening schemes developed using epoxyimpregnated BFRP fabrics where the different orientations of the laminates were taken as parameters. Four different wrapping styles where adopted bottom wrapped, wrapped upto neutral axis, fully wrapped and diagonally wrapped.
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 6237 The various configurations of wrappingandimprovementin strength was compared. In this study, numerical modelling of RC beamsiscarried out using ANSYS, a finite element software for mathematical modelling and analysis to simulate the behavior of the control as well as shear deficient beams, fromlinearthrough non-linear response and up to failure.The dimensions and material properties of the control beam is given in Table 1 and Table 2 respectively. The numerical study was done using the data from the experimental results reported in the study conducted by N.K Banjara [1]. Shear deficiency is induced by providing less number of shear reinforcement stirrups than required. 60% shear deficient beam with 750mm stirrup spacing where adopted. Thesesections were created using 3D shell elements while loading and support bearing plates were modelled with discrete rigid elements. The concrete was modelled using solid45 element which handles non-linear behaviour. It is defined by eight nodes having three translational degrees of freedom at each node. Steel reinforcements are modelled using two node spar element LINK8 with three translational degrees of freedom at each node. The modelled view of shear deficient RC beam is shown in Fig.2 Boundary conditions were assigned to the model in the bearing plates placed at the end of the specimen. One end were provided with roller supports and other end were pinned. The supports were provided at a distance of 75mm from both sides. Two point loading were applied at a distance of 600mm from the edges. Table -1: Geometry of section DESCRIPTION DIMENSION Beam Length 1800mm Cross- section 150mm×200mm Supporting plate Length 150mm Cross- section 50mm×25mm Loading plate Length 150mm Cross- section 50mm×25mm Fig -2: Modelled view of shear deficient RC beam. Table -2: Material Properties of Concrete and Steel. MATERIAL PROPERTY VALUE Concrete 28 days compressive strength of concrete 44.7 N/mm2 Modulus of elasticity 31500 N/mm2 Poisson’s ratio 0.2 Reinforcing steel Modulus of elasticity 200,000 N/mm2 Poisson’s ratio 0.3 Yield stress 500 N/mm2 Epoxy impregnated BFRP fabric is used for shear strengthening. In this study, epoxy and fabric are modelled as a single element with differentlayers. Isotropicproperties like modulus of elasticity and Poisson’s ratio areadoptedfor both epoxy as well as the fabric. The input data needed for strengthening materials included thickness of each layer, modulus of elasticity and Poisson’s ratio. The values of material properties for epoxy and fabric are presented in Table 3.In the finite element analysis fine mesh was adopted for accuracy. The modeled view of these sections were shown in the figures given below.
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 6238 Table -3: Material properties of BFRP and epoxy MATERIAL PROPERTY BFRP EPOXY Tensile strength 2303 MPa 43 MPa Modulus of elasticity 105 GPa 3800 MPa Ultimate tension strain 1.84% 1.5% Poisson’s ratio 0.3 0.21 Thickness 0.121mm 1mm Fig -3: Modelled view of shear deficient beam with BFRP wrapped on bottom. Fig -4: Modelled view of shear deficient beam with BFRP wrapped upto neutral axis Fig -5: Modelled view of shear deficient beam with BFRP diagonally wrapped Fig -6: Modelled view of shear deficient beam with BFRP diagonally wrapped 3. RESULTS AND DISCUSSIONS The load and corresponding displacementsofsheardeficient beam with different BFRP wrapping configurations were obtained. The load vs deflection graph for bottom wrapped, wrapped upto neutral axis, fully wrapped and diagonally wrapped BFRP is shown in Fig.7.
4.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 6239 Fig -7: Load vs deflection graph for different wrapping configurations. Figure 8 to Figure 11 shows the total deformation of all the models obtained from ansys. Figure 12 to Figure 15 shows the equivalent von mises stress of all the models from ansys. Fig -8: Total deformation for bottom wrapped shear deficient beam. Fig -9: Total deformation for upto neutral axis wrapped shear deficient beam. Fig -10: Total deformation for fully wrapped shear deficient beam. Fig -11: Total deformation for diagonally wrapped shear deficient beam. Fig -12: Equivalent von mises stress for bottom wrapped shear deficient beam
5.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 6240 Fig -13: Equivalent von mises stress for fully wrapped shear deficient beam Fig -14: Equivalent von mises stress for fully wrapped shear deficient beam Fig -15: Equivalent von mises stress for diagonally wrapped shear deficient beam Table representing maximum load and deflections for BFRP bottom wrapped, wrapped upto neutral axis, fully wrapped and diagonally wrapped is illustrated below. Table -4 Maximum load and deflections for different wrapping configurations TYPE OF WRAPPING BOTTOM UPTO NA FULLY DIAGONAL ULTIMATE LOAD (kN) 75.357 75.968 92.039 80.854 DEFORMATIO N(mm) 16.674 17.236 30.396 63.289 4. CONCLUSIONS In this paper, strengthening of shear deficient beam using BFRP fabric under different wrapping configurations where studied. Based on the numerical studies, the conclusionscan be summarized as follows: All the BFRP strengthened beams showed improvement in both strength and ductility compared to shear deficient beam. At any given load level, thedeflectionsareincreased significantly thereby increasing the stiffness for the strengthened beams. Fully and diagonally wrapped strengthened beams showed more improvement in strength. But fully wrapped BFRP showed more increase in strength than than other configurations. They showed about 37.7% increase in strength. The diagonally wrapped BFRP strengthened beam showed more increase in ductility than other wrapping configurations due to the variation in stiffness. They showed about 298.5% increase in ductility. ACKNOWLEDGEMENT I wish to thank the Management, Principal and Head of Civil Engineering Department of Ilahia CollegeofEngineeringand Technology, affiliated by Kerala Technological University for their support. This paper is based on the work carriedoutby me (Shaziya Ibrahim), as part of my PG course, under the guidance of Mrs. Adila Abdulla Kunju (Assistant Professor, Ilahia CollegeofEngineeringandTechnology,Muvattupuzha, Kerala). I express my gratitude towards her for her valuable guidance. REFERENCES [1] A.K. Panigrahi, K.C. Biswal, M.R. Barik, “Strengtheningof shear deficient RC T -beams with externally bonded GFRP sheets”, Constr. Build. Mater. 57 (2014) 81–91. [2] Muhammad Ikramul Kabir, Mahbube Subhani, Rijun Shrestha, Bijan Samali, “Experimental and theoretical analysis of severely damaged concrete beams strengthened with CFRP” ,Construction and Building Materials 178 (2018) 161–174. [3] Chen W, Pham TM, Sichembe H, Chen L, Hao H, “Experimental study of flexural behaviour of RC beams strengthened by longitudinal and U-shaped basalt FRP sheet”, Composites Part B (2017).
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International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 6241 [4] Deyuan Zhou, Zhen Lei, Jibing Wang, “In-plane behavior of seismically damaged masonry walls repaired with external BFRP”, Composite Structures 102(2013)9–19. [5] ] N. Aravind , Amiya K. Samanta , Joseph V. Thanikal , Dilip Kr. Singha Roy, “An experimental study on the effectiveness of externally bonded corrugated GFRP laminates for flexural cracks of RC beams”,Construction and Building Materials 136 (2017) 348–360. [6] N.K. Banjara, K. Ramanjaneyulu , “Experimental and numerical investigations ontheperformanceevaluation of shear deficient and GFRP strengthened reinforced concrete beams”, Construction and Building Materials 137 (2017) 520–534. [7] Ozgur Anil, “Improving shear capacity of RC T-beams using CFRP composites subjected to cyclic load”Cement & Concrete Composites 28 (2006) [8] ] Zidani, B., Belakhdar, K., Tounsi,A.,Bedia,E.A.A.,“Finite Element Analysis of Initially Damaged Beams Repaired with FRP Plates”, Composite Structures (2015).
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