Relevant bibliographies by topics / Strength of reinforced beams

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Strength of reinforced beams'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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Journal articles on the topic "Strength of reinforced beams"

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Elbasha, Nuri Mohamed. "Reinforced HSC Beams." Key Engineering Materials 629-630 (October 2014): 544–50. http://dx.doi.org/10.4028/www.scientific.net/kem.629-630.544.

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The primary long and short term advantages of high strength concrete are, low creep and shrinkage, higher stiffness, higher elastic modulus, higher tensile strength, higher durability (resistance to chemical attacks) and higher shear resistance. In addition, high strength concrete reduces the size of the member, which in turn reduces the form size, concrete volume, construction time, labor costs and dead load. Reducing the dead load reduces the number and size of the beams, columns and foundations. Thus there is a positive impact on reduction of maintenance and repair costs and an increase in
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Ibrahim, Basil, Moussa Leblouba, Salah Altoubat, and Samer Barakat. "Shear Strength of Externally U-Bonded Carbon Fiber-Reinforced Polymer High-Strength Reinforced Concrete." Materials 14, no. 13 (2021): 3659. http://dx.doi.org/10.3390/ma14133659.

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In this paper, we investigate the contribution of Fiber-Reinforced Polymer (FRP) to the load-carrying capacity of shear-strengthened Reinforced Concrete (RC) beams. Specifically, the investigation is focused on the FRP’s contribution in the presence and absence of shear stirrups. To this end, two sets of full-scale RC beam specimens were tested to failure in a simply supported setup. Set 1 consisted of specimens without shear stirrups whereas Set 2 included steel stirrups spaced at 170 mm. One and two layers of FRP discrete strips were bonded to the beams in a U-jacketing configuration. To inv
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Dong, Jiang Feng, Dong He, Shu Cheng Yuan, and Qing Yuan Wang. "Shear Behaviour of RC Beams Strengthened with FRP Materials." Advanced Materials Research 463-464 (February 2012): 249–53. http://dx.doi.org/10.4028/www.scientific.net/amr.463-464.249.

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This paper reports the results of a research work aimed at examining the use of externally bonded of fiber reinforced polymer (FRP) sheets, consisting of carbon FRP (CFRP) and glass FRP (GFRP), as a strengthening solution to upgrade the shear capacities of reinforced concrete (RC) beams. A total of 7 RC beams were constructed and tested under four-point bending, i.e. two reference beams with different concrete strength and without any FRP sheets, one beam reinforced by GFRP sheets and four beams reinforced by CFRP sheets. Externally bonded FRP shear strengthening was found very effective in up
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Echavarria, Cesar, Beatriz Echavarría, and Hernán Cañola. "Bamboo Reinforced Glulam Beams: An Alternative to CFRP Reinforced Glulam Beams." Advanced Materials Research 778 (September 2013): 545–52. http://dx.doi.org/10.4028/www.scientific.net/amr.778.545.

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A research study was undertaken to investigate the mechanical performance of glulam beams reinforced by CFRP or bamboo. Local reinforcement is proposed in order to improve the flexural strength of glulam beams. The glulam beam is strengthened in tension and along its sides with the carbon fiber-reinforced polymer CFRP or bamboo. A series of CFRP reinforced glulam beams and bamboo reinforced glulam beams were tested to determine their load-deformation characteristics. Experimental work for evaluating the reinforcing technique is reported here. According to experiment results, the CFRP and bambo
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Alkjk, Saeed, Rafee Jabra, and Salem Alkhater. "Preparation and characterization of glass fibers – polymers (epoxy) bars (GFRP) reinforced concrete for structural applications." Selected Scientific Papers - Journal of Civil Engineering 11, no. 1 (2016): 15–22. http://dx.doi.org/10.1515/sspjce-2016-0002.

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Abstract The paper presents some of the results from a large experimental program undertaken at the Department of Civil Engineering of Damascus University. The project aims to study the ability to reinforce and strengthen the concrete by bars from Epoxy polymer reinforced with glass fibers (GFRP) and compared with reinforce concrete by steel bars in terms of mechanical properties. Five diameters of GFRP bars, and steel bars (4mm, 6mm, 8mm, 10mm, 12mm) tested on tensile strength tests. The test shown that GFRP bars need tensile strength more than steel bars. The concrete beams measuring (15cm w
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Saeed, Jalal Ahmad, and Abbas Mohammed Abubaker. "Shear Strength and Behavior of High Strength Reinforced Concrete Beams without Stirrups." Sulaimani Journal for Engineering Sciences 3, no. 3 (2016): 64–75. http://dx.doi.org/10.17656/sjes.10037.

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Rahal, Khaldoun N. "Torsional strength of reinforced concrete beams." Canadian Journal of Civil Engineering 27, no. 3 (2000): 445–53. http://dx.doi.org/10.1139/l99-083.

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A simple method for predicting the ultimate strength and mode of failure of reinforced concrete beams subjected to pure torsion is presented. This method is an extension of a recently developed method for predicting the strength of membrane elements subjected to pure shear that was also applied to beams subjected to combined shearing forces, bending moments, and axial loads. The torsional strength is related to the amounts of transverse and longitudinal reinforcement and to the concrete strength. To check the adequacy of this simple method, the calculated strength and mode of failure are check
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Made Budiwati, Ida Ayu, and I. Ketut Sudarsana. "Flexural tests of masonry beam with and without reinforced bar." MATEC Web of Conferences 276 (2019): 01018. http://dx.doi.org/10.1051/matecconf/201927601018.

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Behaviour of reinforced masonry has been studied experimentally to determine its strength potential. The increase in either compressive or tensile strength of masonry is possible due to the existence of rebar or wire mesh. The research is carried out to determine the effect of steel rebar on flexural strength of reinforced masonry beam using local brick. The square hollow masonry beams of 330x330mm with and without reinforced bar were tested in the laboratory to determine the load and deflection curves and bending strength. The rebar was located at the centre of beam’s cross section and left u
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Tarigan, Johannes, Andrew Pakpahan, Medis Surbakti, and Nursyamsi Nursyamsi. "Analysis and experimental usage of CFRP wrap type on flexural strength of concrete beam." MATEC Web of Conferences 258 (2019): 03001. http://dx.doi.org/10.1051/matecconf/201925803001.

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Today, reinforced concrete structures are commonly used in buildings because the price cheaper than steel structures. However, many concrete structures are damaged. There are several ways to overcome this problem, and one of them is by strengthening the structure using Fiber Reinforced Polymer (FRP). This study discussed the flexural strength of reinforced concrete beams using Fiber Reinforced Polymer (FRP). In this case, the researchers used Carbon Fiber Reinforced Polymer (CFRP) Wrap Type as the external reinforcement. The beam’s dimension was 15 x 25 cm with a length of 320 cm. Based on the
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Chabib, H. El, M. Nehdi, and A. Saïd. "Predicting the effect of stirrups on shear strength of reinforced normal-strength concrete (NSC) and high-strength concrete (HSC) slender beams using artificial intelligence." Canadian Journal of Civil Engineering 33, no. 8 (2006): 933–44. http://dx.doi.org/10.1139/l06-033.

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The exact effect that each of the basic shear design parameters exerts on the shear capacity of reinforced concrete (RC) beams without shear reinforcement (Vc) is still unclear. Previous research on this subject often yielded contradictory results, especially for reinforced high-strength concrete (HSC) beams. Furthermore, by simply adding Vc and the contribution of stirrups Vs to calculate the ultimate shear capacity Vu, current shear design practice assumes that the addition of stirrups does not alter the effect of shear design parameters on Vc. This paper investigates the validity of such a
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Dissertations / Theses on the topic "Strength of reinforced beams"

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Houmsi, Ahmed. "Shear strength of reinforced concrete haunched beams." Thesis, University of Strathclyde, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.241959.

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Hristova, Elena Hristova. "Residual strength of corroded reinforced concrete beams." Thesis, Sheffield Hallam University, 2006. http://shura.shu.ac.uk/19838/.

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Currently, much research is focused on the corrosion of reinforcement in concrete members. However, none addresses the problems associated with the residual strength of reinforced concrete beams exhibiting both main and shear reinforcement corrosion simultaneously. The aim of this research, therefore, was to determine the residual strength of corroded reinforced concrete beams where various degrees of reinforcement corrosion is present in both the main and shear reinforcement. This may provide a better understanding of the performance of deteriorated reinforced concrete beams in service. One o
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Cladera, Bohigas Antoni. "Shear design of reinforced high-strength concrete beams." Doctoral thesis, Universitat Politècnica de Catalunya, 2003. http://hdl.handle.net/10803/6155.

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Aunque el hormigón de alta resistencia se está utilizando de manera creciente en los últimos años para la construcción de estructuras, la norma Española vigente, la Instrucción EHE, sólo abarca hormigones de resistencias características a compresión inferiores a 50 MPa. El aumento de resistencia del hormigón está directamente asociado a una mejora en la mayoría de sus prestaciones, especialmente de la durabilidad, aunque también produce un aumento en la fragilidad y una disminución de la rugosidad de las fisuras, lo que afecta de forma muy especial a la resistencia a cortante.<br/><br/>El obje
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Ghannoum, Wassim M. "Size effect on shear strength of reinforced concrete beams." Thesis, McGill University, 1998. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=21295.

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Given the great discord concerning the mechanisms that govern shear failure, the shear behaviour of concrete beam elements with no transverse reinforcement is investigated. The variables introduced in the experimental program are member depth, amount of longitudinal steel reinforcement and concrete strength. The effects of these variables on the shear stress at failure of the concrete are investigated. Two geometrically similar series of beams of different concrete strengths are compared. Beam heights in each of the series range from 90 mm to 960 mm and all the beams have a constant a/d ratio
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Ghannoum, Wassim M. "Size effect on shear strength of reinforced concrete beams." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0028/MQ50610.pdf.

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Ashour, Ashraf Fawzy. "Behaviour and strength of reinforced concrete continuous deep beams." Thesis, University of Cambridge, 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.319339.

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Whitehead, Paul Arthur. "Shear strength of concrete containing fibre-reinforced-plastic reinforcement." Thesis, University of Bath, 2002. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.275880.

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Lee, Stephen Kim Lon. "Flexural strength of reinforced concrete beams strengthened using carbon fibre reinforced composite sheets." Thesis, University of Southampton, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.420192.

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Pandor, Dawood Abdulhai. "Behavior of high strength fiber reinforced concrete beams in shear." Thesis, Massachusetts Institute of Technology, 1994. http://hdl.handle.net/1721.1/36931.

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Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 1994.<br>Includes bibliographical references (leaves 120-124).<br>by Dawood Abdulhai Pandor.<br>M.S.
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Wong, Kam Kau. "Shear strength and bearing capacity of reinforced concrete deep beams." Thesis, University of Leeds, 1986. http://etheses.whiterose.ac.uk/450/.

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Reinforced concrete deep beans with small span/depth ratios usually fail by crushing of concrete in the bearing zone above the supports. In order to increase the load carrying capacity of deep beans, bearing strength around the supports should be enhanced. The first part of this study involved the investigation of bearing capacity of plain and reinforced concrete blocks. Effects of edge distance, footing to loading area ratios, heights, base friction and size effect are studied with plain concrete blocks. Bearing capacities of reinforced concrete blocks with different forms, diameter and spaci
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Books on the topic "Strength of reinforced beams"

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Vares, Sirje. Fibre-reinforced high-strength concrete. Technical Research Centre of Finland, 1993.

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Sharma, Akanshu. Experimental investigations and evaluation of strength and deflections of reinforced concrete beam-column joints using nonlinear static analysis. Bhabha Atomic Research Centre, 2009.

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Angelakos, Dino. The influence of concrete strength and longitudinal reinforcement ratio on the shear strength of large-size reinforced concrete beams with, and without, transverse reinforcement. National Library of Canada, 1999.

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Xin, Xian Zuo. Behaviour of reinforced concrete interior beam-column joints designed using high strength concrete and steel. University of Canterbury, Dept. of Civil Engineering, 1992.

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Smarzewski, Piotr. Modelowanie statycznego zachowania niesprężystych belek żelbetowych wykonanych z betonu wysokiej wytrzymałości: Modelling of static behavior of inelastic reinforced high-strength concrete beams. Politechnika Lubelska, 2011.

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Keller, Thomas. Use of fibre reinforced polymers in bridge construction. International Association for Bridge and Structural Engineering (IABSE), 2003. http://dx.doi.org/10.2749/sed007.

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&lt;p&gt;The aim of the present Structural Engineering Document, a state-of-the-art report, is to review the progress made worldwide in the use of fibre rein­forced polymers as structural components in bridges until the end of the year 2000.&lt;p&gt; Due to their advantageous material properties such as high specific strength, a large tolerance for frost and de-icing salts and, furthermore, short installation times with minimum traffic interference, fibre reinforced polymers have matured to become valuable alternative building materials for bridge structures. Today, fibre reinforced polymers a
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Kong, F. k. Reinforced Concrete Deep Beams. Taylor & Francis Group Plc, 2004.

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Nourbakhsh, F. Impact resistance of reinforced concrete beams. University of Birmingham, 1989.

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Casandjian, Charles, Noël Challamel, Christophe Lanos, and Jostein Hellesland. Reinforced Concrete Beams, Columns and Frames. John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118639511.

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Hellesland, Jostein, Noël Challamel, Charles Casandjian, and Christophe Lanos. Reinforced Concrete Beams, Columns and Frames. John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118635360.

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Book chapters on the topic "Strength of reinforced beams"

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Sarhat, Salah, and Edward G. Sherwood. "Shear Strength of GFRP-Reinforced Concrete Masonry Beams." In Masonry 2018. ASTM International, 2018. http://dx.doi.org/10.1520/stp161220170184.

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Szmigiera, Elzbieta, Marek Urbanski, and Kostiantyn Protchenko. "Strength Performance of Concrete Beams Reinforced with BFRP Bars." In International Congress on Polymers in Concrete (ICPIC 2018). Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-78175-4_85.

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Nguyen, T. Hung, Anh Thang Le, G. Phat Kha, and C. V. Duc Phan. "Experimental Study of Reinforced Concrete Beams Strengthened by High-Strength Fiber Reinforced Concrete." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5144-4_23.

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Sriman Narayan, H. N., S. Muralidhara, and B. K. Raghu Prasad. "Fracture Energy of Steel Fiber-Reinforced High-Strength Concrete Beams." In Handbook of Research for Fluid and Solid Mechanics. Apple Academic Press, 2017. http://dx.doi.org/10.1201/9781315365701-13.

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Yoshitake, K., and T. Hasegawa. "Size effect analysis for shear strength of reinforced concrete deep beams." In Finite Elements in Civil Engineering Applications. CRC Press, 2021. http://dx.doi.org/10.1201/9781003211365-26.

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Zhang, Li, Zhan Li Liu, Zhuo Zhuang, and T. Kanayama. "Developing Reinforced Concrete Elastic-Plastic Beam Element Model." In Fracture and Strength of Solids VI. Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-989-x.535.

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Bobalo, Taras, Yaroslav Blikharskyy, Nadiia Kopiika, and Mykhailo Volynets. "Serviceability of RC Beams Reinforced with High Strength Rebar’s and Steel Plate." In Proceedings of CEE 2019. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-27011-7_4.

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Bobalo, Taras, Yaroslav Blikharskyy, Pavlo Krainskyi, and Myhailo Volynets. "COMPUTER MODELLING OF RC BEAMS REINFORCED WITH HIGH STRENGTH REBARS AND STEEL PLATE." In Quality Production Improvement - QPI, edited by Robert Ulewicz. Sciendo, 2019. http://dx.doi.org/10.2478/9783110680591-041.

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Sabapathy, Y. K., C. N. A. Nithish, Sajid Ali, and K. P. Priyadarshini. "A Study on Flexural Strength of Concrete Beams Reinforced with Manually Pultruded GFRP Bars." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5101-7_28.

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Nam, Jeong Hun, Seung Sik Lee, Soon Jong Yoon, Won Sup Jang, and S. K. Cho. "Flexural Behavior of Concrete Beam Reinforced with Steel and FRP Re-Bars." In Fracture and Strength of Solids VI. Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-989-x.1367.

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Conference papers on the topic "Strength of reinforced beams"

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Dong Chunmin and Ni Leping. "A general shear strength method for reinforced concrete beams." In 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5776199.

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Vimonsatit, Vanissorn, Ade Wahyuni, and Hamid Nikraz. "Behavior and Strength of Lightweight Sandwich Reinforced Concrete Beams." In Modern Methods and Advances in Structural Engineering and Construction. Research Publishing Services, 2011. http://dx.doi.org/10.3850/978-981-08-7920-4_s2-s76-cd.

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Cho, Jae-Sung, Joe Lundy, and Shih-Ho Chao. "Shear Strength of Steel Fiber Reinforced Prestressed Concrete Beams." In Structures Congress 2009. American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41031(341)117.

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Zeidan, M., M. A. Barakat, Z. Mahmoud, and A. Khalifa. "Evaluation of Concrete Shear Strength for FRP Reinforced Beams." In Structures Congress 2011. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41171(401)158.

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Gross, Shawn P., Joseph Robert Yost, David W. Dinehart, Erik Svensen, and Ning Liu. "Shear Strength of Normal and High Strength Concrete Beams Reinforced with GFRP Bars." In International Conference on High Performance Materials in Bridges. American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40691(2003)38.

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Tabsh, Sami W., and Sherif Yehia. "Shear Strength of Reinforced Concrete Beams Made with Recycled Aggregate." In The 3rd World Congress on Civil, Structural, and Environmental Engineering. Avestia Publishing, 2018. http://dx.doi.org/10.11159/icsenm18.130.

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Shao, Y., and S. L. Billington. "Utilizing Full UHPC Compressive Strength in Steel Reinforced UHPC Beams." In Second International Interactive Symposium on UHPC. Iowa State University Digital Press, 2019. http://dx.doi.org/10.21838/uhpc.9699.

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Xue, Yicong, Yong Yang, Yunlong Yu, and Ruyue Liu. "Experimental study on mechanical performance of partially precast steel reinforced concrete beams." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.6942.

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In order to exploit the potentials in mechanical and constructional performance of steel reinforced concrete structures and prefabricated structures, three innovative kinds of partially precast steel reinforced concrete beams, which are abbreviated here as PPSRC, HPSRC and PPCSRC beam, are presented in this paper. The PPSRC beam is composed of two parts, which are the precast outer shell with high-performance concrete and the cast-in-place inner part with common-strength concrete. Meanwhile, on the basis of PPSRC beam, the PPCSRC beam applies castellated steel shape and the HPSRC beam keeps th
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Cui, Qin-shu, and Hong-da Nie. "Analytical model for the ultimate shear strength of reinforced concrete beams." In 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5776126.

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Snezhkina, О. V., and О. V. Snezhkina. "Strength Assessment Modeling for Reinforced Concrete Beams in Transverse Forces Zone." In Proceedings of the International Symposium "Engineering and Earth Sciences: Applied and Fundamental Research" dedicated to the 85th anniversary of H.I. Ibragimov (ISEES 2019). Atlantis Press, 2019. http://dx.doi.org/10.2991/isees-19.2019.99.

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Reports on the topic "Strength of reinforced beams"

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Duthinh, Dat, and Monica Starnes. Strength and ductility of concrete beams reinforced with carbon FRP and steel. National Institute of Standards and Technology, 2001. http://dx.doi.org/10.6028/nist.ir.6830.

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Seok, Seungwook, Faezeh Ravazdezh, Ghadir Haikal, and Julio A. Ramirez. Strength Assessment of Older Continuous Slab and T-Beam Reinforced Concrete Bridges. Purdue University, 2020. http://dx.doi.org/10.5703/1288284316924.

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Weiss, Charles, William McGinley, Bradford Songer, Madeline Kuchinski, and Frank Kuchinski. Performance of active porcelain enamel coated fibers for fiber-reinforced concrete : the performance of active porcelain enamel coatings for fiber-reinforced concrete and fiber tests at the University of Louisville. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/40683.

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A patented active porcelain enamel coating improves both the bond between the concrete and steel reinforcement as well as its corrosion resistance. A Small Business Innovation Research (SBIR) program to develop a commercial method for production of porcelain-coated fibers was developed in 2015. Market potential of this technology with its steel/concrete bond improvements and corrosion protection suggests that it can compete with other fiber reinforcing systems, with improvements in performance, durability, and cost, especially as compared to smooth fibers incorporated into concrete slabs and b
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Brady, Pamalee A., and Orange S. Marshall. Shear Strengthening of Reinforced Concrete Beams Using Fiber-Reinforced Polymer Wraps. Defense Technical Information Center, 1998. http://dx.doi.org/10.21236/ada359462.

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Al-lami, Karrar. Experimental Investigation of Fiber Reinforced Concrete Beams. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.2293.

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Duthinh, Dat. Shear strength of high-strength concrete walls and deep beams. National Institute of Standards and Technology, 2000. http://dx.doi.org/10.6028/nist.ir.6495.

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Bank, Lawrence C., Anthony J. Lamanna, James C. Ray, and Gerardo I. Velazquez. Rapid Strengthening of Reinforced Concrete Beams with Mechanically Fastened, Fiber-Reinforced Polymeric Composite Materials. Defense Technical Information Center, 2002. http://dx.doi.org/10.21236/ada400415.

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Duthinh, Dat, and Nicholas J. Carino. Shear design of high-strength concrete beams:. National Institute of Standards and Technology, 1996. http://dx.doi.org/10.6028/nist.ir.5870.

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Rafeeq, Ranj. Torsional Strengthening of Reinforced Concrete Beams Using CFRP Composites. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.3121.

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Riveros, Guillermo A., Vellore S. Gopalaratnam, and Amos Chase. User's Guide: Fracture Mechanics Analysis of Reinforced Concrete Beams (FMARCB). Defense Technical Information Center, 2008. http://dx.doi.org/10.21236/ada476520.

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