Relevant bibliographies by topics / FRP-retrofitted concrete

Academic literature on the topic 'FRP-retrofitted concrete'

Author: Grafiati
Published: 10 December 2022
Last updated: 28 January 2023

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Journal articles on the topic "FRP-retrofitted concrete"

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Li, Peng, Ya Ping Peng, and Er Lei Yao. "Restoring Force Model of Joints of RC Frame Retrofitted by FRP." Applied Mechanics and Materials 256-259 (December 2012): 693–96. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.693.

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In order to evaluate the seismic performance of reinforced concrete (RC) frames retrofitted by FRP, the experiment of RC frames retrofitted at joints by FRP was carried out. The enhancement in seismic performance of the retrofitted frames is evaluated in hysteretic performance, bearing capacity, stiffness degradation and energy dissipation. And the strengthening effect of the frame retrofitted by CFRP and C/GFRP was compared in the experiment. The restoring force model of RC frame joints retrofitted with FRP was proposed and ranges of the characteristic parameters were determined. The equation of restoring force model for joints strengthened by C/GFRP was suggested. The result show that seismic performance of RC frame retrofitted by FRP based on joints can be improved remarkably. The restoring force model which proposed can be used in seismic elasto-plastic analysis of RC frame structure retrofitted by FRP and practical engineering seismic retrofitting design by FRP.
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Awari, Shloka. "Review Paper on Effective Methods for The Retrofitting of Reinforced Concrete Structures." International Journal for Research in Applied Science and Engineering Technology 10, no. 6 (June 30, 2022): 1956–59. http://dx.doi.org/10.22214/ijraset.2022.44203.

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Abstract: Existing structures are retrofitted to make them more bearable for earthquakes, earth motion, and other natural disasters. Many existing reinforced concrete elements throughout the world are in desperate need to be rehabilitated, repaired, or replaced due to degradation caused by a variety of causes such as corrosion, lack of detail, and failure of beam-column joint bonding, among others. The construction industry has embraced Fibre Reinforced Polymer (FRP) composites as a promising alternative for repairing and strengthening RCC structures. This study observes reinforced concrete beams that have been externally retrofitted with FRP. The goal of this research is to summarise the behaviour beams after they have been retrofitted with FRP. The main objective of the research is to repair structurally weak elements and make them useful in flexure and shear.
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Suliman, Nurul Huda, A. Abu Bakar, Siti Hawa Hamzah, and Norzahiah Shahar. "Crack Behaviour of Retrofitted Pre-Tensioned Concrete Beam." Applied Mechanics and Materials 752-753 (April 2015): 605–9. http://dx.doi.org/10.4028/www.scientific.net/amm.752-753.605.

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Crack is a common cause of the degradation of concrete and may affect its structural durability. In order to ensure the bridge is safe utilized in anticipated period of their future service, a proper maintenance process and procedure should be taken. Therefore in this study, static load test were performed on a pre-tensioned (PRT) concrete beam to investigate crack behaviour before and after retrofitting process as well as to determine the effectiveness of the retrofitting method. A control beam named PRTB1 will fully loaded until fail to determine its maximum load capacity and critical load of the beam. Hence another beam named PRTB-FRP will be loaded until it reached it critical load capacity before retrofitted using Fiber Reinforced Polymer (FRP) plates located beneath the centre of the beam. After the retrofitting process PRTB-FRP will be put again under the static load. The load capacity of PRTB-FRP increased compared to PRTB1 with some improvement in crack propagation behaviour after retrofitted.
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Lin, Xiaoshan, and Y. X. Zhang. "Nonlinear Finite Element Analysis of FRP-Strengthened Reinforced Concrete Panels Under Blast Loads." International Journal of Computational Methods 13, no. 04 (July 4, 2016): 1641002. http://dx.doi.org/10.1142/s0219876216410024.

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A finite element model is developed in this paper for numerical modeling of the structural responses of FRP-strengthened reinforced concrete panels under blast loading. Strain rate effects for concrete in tension and compression, steel reinforcements and FRP sheets are taken into account in the finite element model. The commercial explicit hydrocode LS-DYNA is employed to carry out the numerical analysis. The proposed finite element model is validated by comparing the computed results of a conventional reinforced concrete panel and FRP-strengthened reinforced concrete panels under blast loading with the test data from the literature. In addition, the effects of FRP thickness, retrofitted surface, standoff distance and the charge mass on the blast resistance of FRP-strengthened reinforced concrete panels are investigated in this paper.
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Sheikh, Shamim A., and S. Mukhtar Homam. "Resilience and sustainability of FRP-retrofitted concrete structures." International Journal of Sustainable Materials and Structural Systems 5, no. 1/2 (2021): 35. http://dx.doi.org/10.1504/ijsmss.2021.10038716.

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Homam, S. Mukhtar, and Shamim A. Sheikh. "Resilience and sustainability of FRP-retrofitted concrete structures." International Journal of Sustainable Materials and Structural Systems 5, no. 1/2 (2021): 35. http://dx.doi.org/10.1504/ijsmss.2021.115785.

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Ming Zhao, Ming, Yongtao Dong, Yang Zhao, Adam Tennant, and Farhad Ansari. "Monitoring of Bond in FRP Retrofitted Concrete Structures." Journal of Intelligent Material Systems and Structures 18, no. 8 (March 29, 2007): 853–60. http://dx.doi.org/10.1177/1045389x06074571.

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Hadigheh, S. A., S. S. Mahini, and M. R. Maheri. "Seismic Behavior of FRP-Retrofitted Reinforced Concrete Frames." Journal of Earthquake Engineering 18, no. 8 (May 22, 2014): 1171–97. http://dx.doi.org/10.1080/13632469.2014.926301.

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Van Cao, Vui, and Son Quang Pham. "FRP Composite in Mitigating Seismic Risk of RC Structures in Near-Fault Regions with/without Aftershocks." Advances in Civil Engineering 2020 (July 8, 2020): 1–17. http://dx.doi.org/10.1155/2020/2847027.

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The literature related to earthquakes and fibre reinforced polymer (FRP) retrofitting can be divided into two main categories: (1) the applications of FRP to retrofit structures subjected to single traditional earthquakes and (2) the effects of mainshock-aftershock sequences on original structures (without FRP retrofitting). Research on using FRP to mitigate the risk of pulse-type mainshock-aftershock sequences for reinforced concrete (RC) structures located in near-fault regions is hardly found in the literature and is thus the aim of this study. To achieve this aim, a four-storey RC frame, near-fault mainshocks, and seismic sequences were selected. The frame was retrofitted using FRP wraps at plastic hinge locations. Nonlinear time history and damage analyses of the original and FRP-retrofitted frames subjected to these near-fault mainshocks and seismic sequences were conducted. The results showed that aftershocks significantly increase the damage indices of the frames, shifting the damage state of the original frame from severe damage to collapse and the damage state of the FRP-retrofitted frame from light damage to moderate damage. FRP retrofitting successfully reduced the risk of seismic sequences by reducing the damage two levels, shifting the damage state of the original frame from collapse to moderate damage.
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TAN, K. H., and T. BALENDRA. "RETROFIT OF EXISTING BUILDINGS FOR EARTHQUAKE RESISTANCE." Journal of Earthquake and Tsunami 01, no. 02 (June 2007): 161–69. http://dx.doi.org/10.1142/s1793431107000110.

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Buildings sited on soft soils are sometimes subjected to tremors due to earthquakes occurring some 400 to 700 kilometers away as a result of the amplifying effect of soft soils on low-frequency, long-distance waves. This study focuses on the seismic vulnerability of existing reinforced concrete (RC) buildings in Singapore that are designed primarily for gravity loads, and examines the use of externally bonded glass fiber-reinforced polymer (FRP) systems in retrofitting these buildings to resist lateral forces due to seismic action. Two case studies were considered: (1) a four-story frame building, representing typical low-rise buildings; and (2) a 25-story shear wall-frame building, representing typical high-rise buildings. Pushover tests were carried out correspondingly on 1/2-scale sub-frames and 1/5-scale shear walls. The one-and-a-half bay, two-storey frame specimens represent the critical part of the low-rise building while the I-shaped wall specimens represent the lower critical 2.6 stories of the high-rise building. Test results revealed a strong column–weak beam failure mechanism for both the un-retrofitted and retrofitted frames. The retrofitted frame was 30 percent higher in ultimate strength but 12 percent lesser in ultimate drift ratio compared to the un-retrofitted frame. For the wall specimens, sudden failure of the un-retrofitted shear wall was observed at the base of the side walls due to shear. Failure of the retrofitted wall was however more ductile with FRP debonding, followed by concrete crushing and FRP rupture at the compressive base of the side wall. The ultimate load capacity and lateral displacement of the retrofitted wall increased respectively by 45 and 66 percent.
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Dissertations / Theses on the topic "FRP-retrofitted concrete"

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Kuper, Alan Benjamin. "Detection of delaminations of FRP retrofitted reinforced concrete columns." Pullman, Wash. : Washington State University, 2009. http://www.dissertations.wsu.edu/Thesis/Fall2009/a_kuper_111909.pdf.

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Thesis (M.S. in civil engineering)--Washington State University, December 2009.
Title from PDF title page (viewed on Dec. 28, 2009). "Department of Civil and Environmental Engineering." Includes bibliographical references (p. 51).
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Tuakta, Chakrapan 1980. "Effects of moisture on debonding in FRP-retrofitted concrete systems." Thesis, Massachusetts Institute of Technology, 2011. http://hdl.handle.net/1721.1/66855.

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Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2011.
Cataloged from PDF version of thesis.
Includes bibliographical references (p. 169-176).
FRP (fiber reinforced polymer) retrofit systems for reinforced concrete (RC) structures have been widely used in the past 10 years, and numerous studies on its short-term debonding behavior have been conducted extensively. Nevertheless, long-term performance and durability issues regarding such debonding behavior still remain largely uncertain and unanswered. In this study, comprehensive experimental and analytical investigations of debonding in FRP bonded concrete systems under long-term environmental exposure, namely moisture, have been performed to develop mechanics-based predictive debonding failure models and related design tools for the prevention of debonding failures. The experimental approach involves an investigation of debonding under moisture ingress, moisture reversal, cyclic moisture conditioning, using the concept of fracture mechanics and meso-scale tri-layer fracture specimens. Prolonged exposure to moisture condition has been shown to result in significant degradation of the FRP/concrete bond strength, while an irreversible weakening in the bond strength has also been observed in the fracture specimens under moisture cyclic condition. A predictive model has been developed based on the experimental results of the fracture specimens under variable cyclic moisture conditions for service life prediction of the FRP-strengthened systems. To incorporate this quantification method and experimental data, finite element analysis and correlation study have been conducted for RC beams externally strengthened with FRP plate. The cohesive zone model for interfacial fracture has been implemented, for which the properties of the interface were obtained from the meso-scale fracture tests. Test on laboratory-scale FRP-strengthened RC beam specimens under continuous moisture conditions has demonstrated the applicability of the methodology. In addition, molecular dynamics simulation has been conducted to gain more fundamental understanding of interface fracture behavior in bi-layer material systems (i.e. crack initiation and propagation direction) and the effects of material and interface properties at atomistic scale. Finally, a recommendation has been made to the current design of RC beams strengthened with FRP to prevent premature failure due to long-term exposure to moisture.
by Chakrapan Tuakta.
Ph.D.
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Mohseni, Hasan. "Damage identification in FRP-retrofitted concrete structures using linear and nonlinear guided waves." Thesis, 2018. http://hdl.handle.net/2440/115872.

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Structural health monitoring (SHM) involves the implementation of damage identification methods in engineering structures to ensure structural safety and integrity. The paramount importance of SHM has been recognised in the literature. Among different damage identification methods, guided wave approach has emerged as a revolutionary technique. Guided wave-based damage identification has been the subject of intensive research in the past two decades. Meanwhile, applications of fibre reinforced polymer (FRP) composites for strengthening and retrofitting concrete structures have been growing dramatically. FRP composites offer high specific stiffness and high specific strength, good resistance to corrosion and tailorable mechanical properties. On the other hand, there are grave concerns about longterm performance and durability of FRP applications in concrete structures. Therefore, reliable damage identification techniques need to be implemented to inspect and monitor FRPretrofitted concrete structures. This thesis aims to explore applications of Rayleigh wave for SHM in FRP-retrofitted concrete structures. A three-dimensional (3D) finite element (FE) model has been developed to simulate Rayleigh wave propagation and scattering. Numerical simulation results of Rayleigh wave propagation in the intact model (without debonding at FRP/concrete interface) are verified with analytical solutions. Propagation of Rayleigh wave in the FRP-retrofitted concrete structures and scattering of Rayleigh waves at debonding between FRP and concrete are validated with experimental measurements. Very good agreement is observed between the FE results and experimental measurements. The experimentally and analytically validated FE model is then used in numerical case studies to investigate the scattering characteristic. The scattering directivity pattern (SDP) of Rayleigh wave is studied for different debonding size to wavelength ratios and in both backward and forward scattering directions. The suitability of using bonded mass to simulate debonding in the FRP-retrofitted concrete structures is also investigated. Besides, a damage localisation method is introduced based on the time-of-flight (ToF) of the scattered Rayleigh wave. Numerical case studies, involving different locations and sizes of debonding, are presented to validate the proposed debonding localisation method. Nonlinear ultrasonics is a novel and attractive concept with the potential of baseline-free damage detection. In this thesis, nonlinear Rayleigh wave induced at debondings in FRPretrofitted concrete structures, is studied in detail. Numerical results of nonlinear Rayleigh wave are validated with experimental measurements. The study considers both second and third harmonics of Rayleigh wave. A very good agreement is observed between numerical and experimental results of nonlinear Rayleigh wave. Directivity patterns of second and third harmonics for different debonding size to the wavelength ratios, and in both backward and forward scattering directions, are presented. Moreover, a damage image reconstruction algorithm is developed based on the second harmonic of Rayleigh wave. This method provides a graphical representation for debonding detection and localisation in FRP-retrofitted concrete structures. Experimental case studies are used to demonstrate the performance of the proposed technique. It is shown that the proposed imaging method is capable of detecting the debonding in the FRP-retrofitted concrete structures. Overall, this PhD study proves that Rayleigh wave is a powerful and reliable means of damage detection and localisation in FRP-retrofitted concrete structures.
Thesis (Ph.D.) -- University of Adelaide, School of Civil, Environmental and Mining Engineering, 2018
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Colalillo, Michael Anthony. "Behaviour of Shear-critical Reinforced Concrete Beams Retrofitted with Externally Applied Fibre-reinforced Polymers." Thesis, 2012. http://hdl.handle.net/1807/33967.

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Ageing infrastructure that is shear deficient and may be at risk of brittle collapse, particularly in seismically active regions, can be economically strengthened using externally bonded fibre-reinforced polymers (FRP). Although many studies have been conducted on small-scale specimens subject to monotonic loading, little experimental data exists for large-scale specimens and those tested under reversed cyclic loading to simulate a seismic event. An experimental study of large-scale (400 mm x 650 mm) beam specimens strengthened in shear with FRP was conducted to examine the effects of reversed cyclic loading and to quantify material shear strength contributions. Testing showed that FRP retrofits were highly effective at improving shear performance and were not adversely affected by reversed cyclic loading prior to the occurrence of flexural yielding. The shear resistance attributed to concrete was found to remain relatively consistent with reversed cyclic loading prior to flexural yielding, after which point concrete strength decay was apparent. The loss of concrete shear resistance directly influenced the rate of FRP straining and the achievable ductility. An analytical model using the Modified Compression Field Theory (MCFT) was developed for externally bonded FRP reinforcement to describe the experimental behaviour and to evaluate the accuracy of current FRP design methods. Failures were accurately modelled when appropriate FRP strain limits were used for the ultimate strength and for the stress transfer capacity across the shear crack. Proposed FRP strain limits were developed considering the strain distribution along the crack plane. In addition, improved strain limits incorporate the effect of rupture failure due to stress concentrations in the FRP wrapped around the beam corners. The proposed FRP formulations offer improved accuracy over the current FRP design methods (CSA S6-06 and ACI 440.2R-08), which suggest a broadly applied maximum strain limit of 0.004 mm/mm, which was determined to be overly conservative for FRP rupture failures.
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Book chapters on the topic "FRP-retrofitted concrete"

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Lau, David T., Joshua E. Woods, Ahmed Hassan, Jeffrey Erochko, Carlos Cruz-Nuguez, and Ibrahim Shaheen. "Understanding the Seismic Behaviour of FRP Retrofitted RC Shear Walls: Past and Present." In Concrete Structures in Earthquake, 151–65. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-3278-4_10.

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Dukes, Jazalyn, and Siamak Sattar. "Framework for Developing Modeling Parameters of FRP—Retrofitted Reinforced Concrete Shear Walls." In 8th International Conference on Advanced Composite Materials in Bridges and Structures, 139–46. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-09632-7_16.

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Mahini, S. S., S. A. Hadigheh, and M. R. Maheri. "Seismic Assessment of FRP-Retrofitted RC Frames Using Pushover Analysis Considering Strain Softening of Concrete." In Advances in FRP Composites in Civil Engineering, 841–44. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2_185.

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Rhim, Hong C., Sang Kyun Woo, and Young Chul Song. "Detection of Debonding in Concrete Members Retrofitted with FRP Using Electromagnetic and Ultrasonic Methods." In Advanced Nondestructive Evaluation I, 390–93. Stafa: Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-412-x.390.

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Anderson, Matthew, Indrajit Ray, An Chen, and Julio Davalos. "A Study on the Applicability of ECE Technique on Chloride Contaminated Concrete Retrofitted with FRP Strips." In Advances in FRP Composites in Civil Engineering, 712–17. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2_157.

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Pham, T., X. Lei, and M. Hadi. "Effect of eccentric load on retrofitted reinforced concrete columns confined with FRP." In From Materials to Structures: Advancement through Innovation, 139–44. CRC Press, 2012. http://dx.doi.org/10.1201/b15320-24.

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"Experimental study on steel-concrete shear walls with steel encased profiles retrofitted with FRP composites." In Structures and Architecture, 1519–26. CRC Press, 2013. http://dx.doi.org/10.1201/b15267-206.

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Tu, Yaw-Shen, Tsung-Chih Chiou, and Shyh-Jiann Hwang. "Reinforced concrete squat walls retrofitted with carbon fiber reinforced polymer." In FRP Composites in Civil Engineering - CICE 2004, 621–29. Taylor & Francis, 2004. http://dx.doi.org/10.1201/9780203970850.ch69.

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Conference papers on the topic "FRP-retrofitted concrete"

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Sheikh, Shamim A., and Oguzhan Bayrak. "Seismic Behaviour of FRP-Retrofitted Concrete Columns." In Structures Congress 2001. Reston, VA: American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40558(2001)144.

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Mohseni, H., and C. T. Ng. "Guided wave for debonding detection in FRP-retrofitted concrete structures." In International Conference on Performance-based and Life-cycle Structural Engineering. School of Civil Engineering, The University of Queensland, 2015. http://dx.doi.org/10.14264/uql.2016.915.

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Moslehy, Yashar, Moheb Labib, and Ashraf Ayoub. "Evaluation of Softening-Coefficient in Reinforced Concrete Elements Retrofitted with FRP." In Structures Congress 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41130(369)319.

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"An Ultimate Drift Based Design Method for FRP Retrofitted RC Columns." In SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium. American Concrete Institute, 2011. http://dx.doi.org/10.14359/51682422.

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"Design Guidance for Blast Resistant Reinforced Concrete and Masonry Components Retrofitted With FRP." In SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium. American Concrete Institute, 2011. http://dx.doi.org/10.14359/51682455.

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"Development of a New Constitutive Model for Analysis of RC Elements Retrofitted with FRP." In SP-301: Modeling of FRP Strengthening Techniques in Concrete Infrastructure. American Concrete Institute, 2015. http://dx.doi.org/10.14359/51688001.

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Chalioris, C. E. "Tests and analysis of reinforced concrete beams under torsion retrofitted with FRP strips." In CMEM 2007. Southampton, UK: WIT Press, 2007. http://dx.doi.org/10.2495/cmem070631.

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Barbato, M. "An Accurate and Efficient Finite Element for Reinforced Concrete Beams Flexurally Retrofitted with FRP." In 12th Biennial International Conference on Engineering, Construction, and Operations in Challenging Environments; and Fourth NASA/ARO/ASCE Workshop on Granular Materials in Lunar and Martian Exploration. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41096(366)31.

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Anderson, Matthew, Indrajit Ray, Julio F. Davalos, and An Chen. "Exploratory Study on ECE Technique for Chloride Removal from Concrete Beams Retrofitted with FRP Strips." In 12th Biennial International Conference on Engineering, Construction, and Operations in Challenging Environments; and Fourth NASA/ARO/ASCE Workshop on Granular Materials in Lunar and Martian Exploration. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41096(366)48.

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WANG, SUYAN, FEI LIU, and WENHUA YU. "INVESTIGATION ON COMPUTATIONAL METHOD FOR CRACK OF REINFORCED CONCRETE PIPELINE UNDER INTERNAL PRESSURE RETROFITTED WITH FRP." In Proceedings of the 10th Asia-Pacific Conference. WORLD SCIENTIFIC, 2011. http://dx.doi.org/10.1142/9789814324052_0004.

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