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Dissertations / Theses on the topic 'RCC BEAMS'

Author: Grafiati
Published: 11 September 2023

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1

Hassanen, Mahmoud A. H. "Behaviour of R.C. beams upgraded with externally bonded steel or FRP plates." Thesis, Loughborough University, 2000. https://dspace.lboro.ac.uk/2134/7365.

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The structural behaviour of simply supported reinforced concrete (R.C.) beams strengthened in flexure by externally bonded steel or fibre reinforced plastic (FRP) plates has been investigated. A novel theoretical model coupled with simple (hence, practical) procedure(s) for designing such beams against premature plate peeling failure has been developed. The theoretical model and the design procedures have been validated by an extensive number (169) of mainly large-scale test data (using steel or FRP plates) from other sources. The effects of variations in the magnitude of Young's modulus for F
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2

Ohkawa, Tomohiro. "Beam transport of a high-intensity beam from the linac to RCS of J-PARC." 京都大学 (Kyoto University), 2009. http://hdl.handle.net/2433/126569.

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3

Steele, John Phillip. "Composite RCS frame systems: construction and peformance." Thesis, Texas A&M University, 2003. http://hdl.handle.net/1969.1/181.

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The objective of this research program is to further evaluate the performance and constructability of reinforced concrete (RC) column-steel beam-slab systems (RCS) for use in low- to mid-rise space frame buildings located in regions of high wind loads and/or moderate seismicity. To better understand these systems, two full scale RCS cruciform specimens were tested under bidirectional quasi-static reversed cyclic loading. The experimental portion of this research program included the construction and testing of two full-scale cruciform specimens with identical overall dimensions but with differ
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4

Annaluru, Arun Tejaswee. "Beam optics transport and fundamental processes involving a charge breeder in the upgraded SPIRAL1 facility." Thesis, Normandie, 2019. http://www.theses.fr/2019NORMC218.

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La thèse décrit avec beaucoup de détails les efforts déployés pour comprendre les processus physiques à l’intérieur du Booster de Charge SPIRAL1 (SP1 CB). Cet appareil accepte les faisceaux d’ions mono-chargés de différentes masses et augmente leur charge vers des états plus élevés. Dans le cadre de la mise à niveau de SPIRAL1, la R&D autour de la technique 1+/N+ présente un intérêt primordial pour optimiser les rendements des faisceaux d’ions radioactifs (RIB). Dans ce contexte, la thèse commence par une présentation théorique des ensembles cible-source de l’installations SPIRAL1, de la l
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5

Grimard, Brently Allan. "Comparison of clinical, periapical radiograph and cone beam volume tomography measurement techniques for assessing bone level changes following regenerative periodontal therapy a thesis /." San Antonio : UTHSC, 2008. http://learningobjects.library.uthscsa.edu/cdm4/item_viewer.php?CISOROOT=/theses&CISOPTR=34&CISOBOX=1&REC=1.

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6

Ruiz, González Néstor A. "Use of GAFCHROMIC® EBT film for in-water measurements of surface dose, buildup region, and other dosimetric parameters of 6, 9, 12, 16, and 20 MeV electron beams a thesis /." San Antonio : UTHSC, 2008. http://learningobjects.library.uthscsa.edu/cdm4/item_viewer.php?CISOROOT=/theses&CISOPTR=38&CISOBOX=1&REC=1.

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7

Hanna, Rachelle. "Transport de charges et mécanismes de relaxation dans les matériaux diélectriques à usage spatial." Thesis, Toulouse, ISAE, 2012. http://www.theses.fr/2012ESAE0026.

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Comprendre et modéliser le comportement des matériaux sous irradiation électronique est un enjeu important pour l’industrie spatiale. La fiabilité des satellites nécessite de maîtriser et prédire les potentiels de surface s'établissant sur les diélectriques. Ce travail de doctorat a donc pour objectif de caractériser et de modéliser les différents mécanismes physiques (en surface et en volume) gouvernant le potentiel de charges dans les matériaux polymères spatiaux tels que le Téflon® FEP et le Kapton® HN. La mise au point d'un nouveau dispositif et d'un protocole expérimental a permis de corr
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8

Polimeru, Vijay Kumar. "Flexural Analysis of FRP Strengthened RCC Beams Using Meshless Local Petrov Galerkin Method (MLPG)." Thesis, 2015. http://ethesis.nitrkl.ac.in/7753/1/2015_Flexural_Vijay.pdf.

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In this project Meshless local Petrov Galerkin (MLPG) method is utilized for the flexural analysis of simply supported RCC beams strengthened with FRP laminates. This method uses the moving least-squares (MLS) approximation with different weight functions to interpolate the field variables and uses a local symmetric weak form (LSWF). The beams under consideration are rectangular and T-beams reinforced either on tension face or on both faces as per IS 456:2000. The proposed method is first applied to unstrengthened beam to check its applicability. The computed displacements are in good accord w
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9

CAPASIA, SAURAV. "RESPONSE STUDYOF HIGH RISE BUILDING UNDER WIND LOAD." Thesis, 2018. http://dspace.dtu.ac.in:8080/jspui/handle/repository/16363.

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Wind is a phenomenon of great complexity because of the many flow situations arising from the interaction of wind with structures. Wind is of the most significant forces of nature that must be considered in design of buildings. The characteristics of wind-induced loads on buildings continuously vary in temporal and spatial dimensions. Adequate design of buildings depends on the success in predicting the actual effects of turbulent wind forces to account for the most critical design scenarios which may occur during a certain design period. Under the action of lateral load, a tall bu
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10

Prashanth, M. H. "Experimental Investigations Into Fracture and Fatigue Behavior Of Plain and Reinforced Concrete Beams Using Acoustic Emission Technique." Thesis, 2018. https://etd.iisc.ac.in/handle/2005/5286.

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Concrete is the most widely used material in the world for construction of infrastructures and there are quite a few gaps in understanding its behaviour under different loads. Fracture in concrete occurs at pre-existing crack tip upon the formation of a fracture process zone (FPZ) with several toughening mechanisms such as micro-cracking, aggregate bridging, crack branching etc., taking place resulting in energy dissipation, which resists further crack propagation. This FPZ is responsible for the post-peak softening response under tension and size effect. The behaviour of reinforced concret
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11

Cai, Dong-Hong, and 蔡東宏. "Ductility of Fire Damaged R.C. Beams." Thesis, 1997. http://ndltd.ncl.edu.tw/handle/24300728918099335469.

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12

Tsai, Tung-Hung, and 蔡東宏. "Ductility of Fire Damaged R.C. Beams." Thesis, 1997. http://ndltd.ncl.edu.tw/handle/75661383796034769730.

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碩士<br>國立台灣工業技術學院<br>營建工程技術研究所<br>85<br>The flexural strength, flexural stiffness, and shear strength of RC beams reduce considerably after exposure to fire. The strength of concrete decreases after fire imposition and so is the balance steel ratio.This will decrease the ductility of a beam and the shear strength contribution of concrete.As a result, the failure mode of the beam will possibly be changed from flexural failure to shear failure. Twelve 30 cm×50 cm×340 cm RC beams, with several
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13

吳忠輝. "Strengthening of R.C. Beams Using Pre-stressed Sheets." Thesis, 1999. http://ndltd.ncl.edu.tw/handle/21628582586604864811.

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碩士<br>國立中興大學<br>土木工程學系<br>87<br>Up to the present, most the researches involving the influence of FRP sheet on the flexural strength mainly investigated the loading behavior and failure mechanism after strengthening by binding FRP fabric material on the tested beams. However, the tests carried out in this paper adhered the pre-stressed FRP sheets to the conventional R.C. beams to form new beams which act like pre-stressed beams. This paper mainly investigates the loading behavior and failure mechanism after this type of strengthening.
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14

horng, jiann-ming, and 洪建銘. "Flexural Behavior of R.C. beams strengthened with CFC composite." Thesis, 1997. http://ndltd.ncl.edu.tw/handle/47905283450191783724.

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15

楊蔚洲. "Insitu Method to Prestress GFRP onto R.C. or P.C. Beams." Thesis, 2000. http://ndltd.ncl.edu.tw/handle/50710884319956948315.

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碩士<br>國立中興大學<br>土木工程學系<br>88<br>It is generally acknowledged that the bonding strength on the interface between fiber and concrete is the major problem in the research on the strengthening of R.C. beams using FRP. Since this paper conducts research regarding the strengthening using prestressed fiber, the interface problem is even more critical. One of the major topics of the study is to develop and propose a bonding way by which the bonding strength can be improved. Experiments show that the proposed way is effective. On the other hand, since the strengthening using prestressed fiber is still
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16

Yao-Te, Tsai, and 蔡耀德. "Structural Behavior of R.C. Beams Shear Strengthened with CFS Composites." Thesis, 1998. http://ndltd.ncl.edu.tw/handle/70868541026636679243.

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碩士<br>國立臺灣科技大學<br>營建工程技術學系<br>86<br>The purpose of this research work was to study the shear strengthening of R.C. beams using Carbon Fiber Sheet (CFS) composites. An additional experimental work was carried out to study the anchorage strength provided by out of plane contact surface. The test results indicated the anchorage strength per unit width of contact surface increased with out of plane angle and the contact length. Large increment in strength per unit contact length was observes when the contact length was short. When the CFS composites were used to strengthening the shear capacity of
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17

Lai, I.-Wen, and 賴義文. "Evaluation and Strengthing of R.C. Beam Ductility." Thesis, 1995. http://ndltd.ncl.edu.tw/handle/62971404940380419294.

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碩士<br>國立臺灣科技大學<br>營建工程技術學系<br>83<br>The ductility of beam sections in some existing earthquake resistant R.C. building may be insufficient due to insufficient compression stell , poor concrete quality , large stirrup spacing and inappropriate reiforcing bar details . In the study , curvature ductility of beam sections was evaluated analyticaly , and it is found that ： (1) a ductility factor of 7 is required for R.C. sections with f'' c=210kg/cm2 and Fy=2800kg/cm2 , (2) concre
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18

Shih-Shyong, Chen, and 陳世雄. "The study of automatic design for R.C. beam." Thesis, 1996. http://ndltd.ncl.edu.tw/handle/99127148447214864710.

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碩士<br>國立臺灣科技大學<br>營建工程技術學系<br>84<br>The main purpose of the thesis is to develop an automatic design program for reinforced concrete beam , it can read all the necessary information from the ETABS input and output files automatically and do the beam reinforcement detail design for a whole building . Thus, it would not only save a lot of human efforts and time but also reduce the human mistakes . The main function of the program is to design the beam flexural reinforcement , she
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19

Gwo-Guey, Wu, and 吳國貴. "Effects of characteristics of on R.C cantilever beam." Thesis, 1993. http://ndltd.ncl.edu.tw/handle/44111468012952557388.

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20

Chen, Chun-Hsi, and 陳君璽. "Rehabilitation of Flexural Strength of R.C. Beams by Laterally Glued Steel Plates." Thesis, 1999. http://ndltd.ncl.edu.tw/handle/82705306049541778826.

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21

Huang, Chun Chieh, and 黃俊傑. "Study On When To Romove The Shoring Beneath The R.C. Slabs And Beams." Thesis, 1999. http://ndltd.ncl.edu.tw/handle/46439125866585562902.

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碩士<br>國立中興大學<br>土木工程學系<br>87<br>When to remove the shoring beneath the slabs and beams depends on whether the beam and slab structures have developed into a status which they are able to take all the gravity loads or not. In this study, the timing to remove the shoring is studied by both developments of concrete strength and structure strength. The method of study includes numerical analysis and experiments. The research results indicate that in the first 28 days the development of the structure stiffness can be considered the development of the elasticity of the concrete numerical analysis. T
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22

Hung, Chien-Hsing, and 洪建興. "Strengthening of R.C. Beams and Circular Compressive Structures Using Prestressed Glass Fiber Reinforced Polymer." Thesis, 2005. http://ndltd.ncl.edu.tw/handle/57859936589162735008.

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博士<br>國立中興大學<br>土木工程學系<br>93<br>ABSTRACT The main topic of this dissertation is to use prestressed glass fiber reinforced polymers (PGFRP) to strengthen beams and hollow circular specimens. In these years, carbon fiber- reinforced polymer (CFRP) material has been popular used to repair or rehabilitate in deteriorated reinforced concrete ( ) structures. However, the stiffness variation between CFRP and concrete material lowers the effort in transferring the prestress from CFRP sheets to member. The reason for why this study chose glass fiber- reinforced polymers (GFRP) material was the
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23

Tang, Cheng-Jui, and 唐呈瑞. "The Strength and Length Effect of T-Shaped R.C. Beam-Columns." Thesis, 1993. http://ndltd.ncl.edu.tw/handle/75586799150525698299.

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24

ZHONG, SHENG-YOU, and 鍾尚佑. "The numerical simulation of R.C. beam strengthened with fiber reinforced plates." Thesis, 1997. http://ndltd.ncl.edu.tw/handle/03177599408775393749.

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碩士<br>國立中央大學<br>土木工程學系<br>85<br>ABSTRACT In this thesis, the mechanical behavior of the bonded patch method to strengthen the reinforced concrete structural elements is investigated. The reinforced concrete beams are strengthened with fiber composite plates epoxy bonded to the tension face of the beams to improve the yield strength, stiffness, flexural strength and ductility of the beam. In the analysis, the following assumptions are made :(1) concrete and steel are elastic-perfect pl
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25

CHEN, JIAN-QUAN, and 陳建權. "Shear strength of high-strength R.C. beam containing considerable amount of fly ash." Thesis, 1991. http://ndltd.ncl.edu.tw/handle/10796170609677922790.

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碩士<br>國立中興大學<br>土木工程研究所<br>79<br>ACI 318-89規範對剪力強度之規定, 經前人研究發現, 應用高強度混凝土時, 有過於 保守之嫌, 并建議作若干修正。至於該規範及前人研究結果, 是否仍能適用大飛灰含 量高強度之RC梁, 則有待進一步研究。 本研究共制作11個試體進行試驗, 探討飛灰取代量達25% 之高強度混凝土RC梁之剪力 行為, 考慮之變化因子包括: 剪力跨度與有效深度比(a/s),混凝土抗壓強度(fc'') 及 縱向拉力鋼筋比(ρ)。結果顯示,ACI 318-89 規範及前人研究之建議式, 應用於大飛 灰含量高強度混凝土RC梁之剪力強度評估時, 均不甚理想, 與實測值之差異尚大。本 研究乃因而依據試驗結果, 以既有模式為基礎數值模擬處理后, 提出一更為合理之剪 力強度預測模式; 該模式亦經證實適用於一般高強度混凝土RC梁。
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26

Hung, Ming-Sheng, and 洪敏勝. "Compressive Stress-Strain Curve of Fire Damaged Concrete and Shear Strength of Fire Damaged R.C Deep Beam." Thesis, 2006. http://ndltd.ncl.edu.tw/handle/49501723699330023687.

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碩士<br>國立成功大學<br>建築學系碩博士班<br>94<br>The objectives of this paper were : 1.To establish the empirical equations for residual strength ; residual peak strain and the stress-strain curves of concrete after different temperature damages ; 2.To evaluate the residual shear capacities of RC short beams after fire damage. The method of research were as follows： 1.Concrete cylinders with dimension∮15cm×30cm; f’c=29.7to50.9MPa ; fire temperatures=room temperature,200℃,300℃,400℃,500℃,600℃,700℃,800℃were tested.The residual stress-strain curve for each cylinder was recorded ;2.Three rebars were picked up fo
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27

Ramesh, Rakul. "Finite element model-based code calibration for design of steel fibre reinforced recycled aggregate concrete beams." Thesis, 2019. http://hdl.handle.net/1959.7/uws:51885.

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As the construction industry is rapidly growing, the importance given to sustainable construction techniques has increased, to protect the environment and the limited reserves of natural resources. In order to reduce the negative environmental impact of the construction industry and to meet the increasing global demand for raw materials, the significance of recycling and reusing construction waste has increased over the years. Considering the wide applications of concrete and the large consumption of coarse aggregates used in concrete on a global scale, using Recycled Aggregate (RA) in
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28

Chen, PeiChing, and 陳沛清. "A Study of RC Column-to-Foundation and Steel Beam-to-RC Column Joints for An RCS Frame Specimen." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/45140523250624627974.

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碩士<br>國立臺灣大學<br>土木工程學研究所<br>90<br>A joint research effort among US, Japan and Taiwanese researchers on large scale frame testing of steel and concrete composite structures has been launched in 2001. It is the consensus that a 2-D full-scale three-story three-bay RCS moment resisting frame be constructed and tested in the NCREE to accelerate the world-wide implementation of RCS structural systems in real application. In this research, cyclic tests were conducted on the roof beam-to-RC column and the RC column to foundation subassemblage specimens. In this research, a total of six spe
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Kuo, Jui-Ying, and 郭瑞穎. "Optimal Automation of Shop Drawing and Cutting of Reinforcements for Slurry Wall and Foundation Beam of a R.C. Building." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/46780585483973710133.

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