Relevant bibliographies by topics / RCC T-beam and Pre-stressed

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  1. Journal articles
  2. Dissertations / Theses
  3. Book chapters
  4. Conference papers

Academic literature on the topic 'RCC T-beam and Pre-stressed'

Author: Grafiati
Published: 5 June 2025
Last updated: 2 August 2025

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Journal articles on the topic "RCC T-beam and Pre-stressed"

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Navneet, Chaudhary, K. Mishra A., and S. Aithal P. "Analysis of Price Adjustment Payments for RCC T-Beam and Pre-stressed Bridges Construction Contracts." International Journal of Case Studies in Business, IT, and Education (IJCSBE) 7, no. 1 (2023): 141–63. https://doi.org/10.5281/zenodo.7646075.

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<strong>Purpose: </strong><em>Let&rsquo;s compare and analyze the price adjustment payments for RCC T-beam and Pre-stressed bridges construction contracts for evaluation of the cost effectiveness of price adjustment payment.</em> <strong>Design/Methodology/Approach: </strong><em>Based on Questionnaire survey and Official documents, </em>comparison<em> and analysis were done for RCC T-beam and Pre-stressed bridges construction contracts of price adjustment payment.</em> <strong>Findings/Result: </strong><em>The </em><em>weightage of price adjustment payment is 9% of total payment. This assessme
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A., K. Mishra, Chaudhary Navneet, and S. Aithal P. "Evaluation of Price Adjustment Coefficient for Construction Contracts." International Journal of Management, Technology, and Social Sciences (IJMTS) 8, no. 1 (2023): 119–39. https://doi.org/10.5281/zenodo.7646098.

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<strong>Purpose: </strong><em>There are many bridges being constructed in Nepal. Brides of different types like Bailey truss, cable stayed, RCC Arch, pre-stressed, RCC Slab, RCC T-Beam, Steel truss, RCC Box, Stone masonry arch, suspension, and suspended bridges are being tendered and constructed at present in Nepal. Most of the bridges being constructed are of RCC T-beam and Prestressed bridges. It has been found the need to carry out research to develop logical price adjustment coefficient ranges for RCC T-beam and Prestressed bridges contracts to make the price adjustment provision more unif
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Gurunaathan, K., S. Christian Johnson, and G. S. Thirugnanam. "Anticipated and actual performance of composite girder with pre-stressed concrete beam and RCC top flange." Structural Engineering and Mechanics 61, no. 1 (2017): 117–24. http://dx.doi.org/10.12989/sem.2017.61.1.117.

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Shakir, Qassim M. "NONLINEAR ANALYSIS OF R.C. BEAMS STRENGTHENED USING PRE-STRESSED NSM CFRP RODS." Kufa Journal of Engineering 5, no. 2 (2014): 13–28. http://dx.doi.org/10.30572/2018/kje/521321.

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A nonlinear finite element study has been conducted to investigate the effectiveness of strengthening RC beams with pre-stressedNSM CFRP rods in enhancing the flexural strength ofthe beams. Four beams have been considered. One acted as control to simulate an existing structural member. The other beams were strengthened with non-pre-stressed CFRP rod (0% pre-stressed), and pre-stressed CFRP rod (40%, or 60% pre-stressed of the CFRP rod tensile strength). The results of analysis showed that strengthening of the RC beams with non pre-stressed NSM CFRP rods improved both of the flexural capacity a
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Ahmed, Zeeshan Adib. "Comparative Study of Deflection Behavior of RCC and Pre-stressed Concrete Beams." International Journal for Research in Applied Science and Engineering Technology 7, no. 5 (2019): 973–79. http://dx.doi.org/10.22214/ijraset.2019.5163.

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Shanmughan, Suchithra, Sampathkumar Velusamy, Jothi Lakshmi Nallasamy, et al. "Critical Study on Corrosion Inhibitors in U-Shaped RCC Beams." Advances in Materials Science and Engineering 2022 (May 29, 2022): 1–8. http://dx.doi.org/10.1155/2022/4762524.

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In most structural failures, deterioration of reinforced concrete structure is due to corrosion of reinforcing bars. Ingress of chloride ions and reaction of carbon dioxide with the cement paste due to poor-quality concrete or inadequate cover are the main causes of corrosion. Corrosion can be reduced by using high-quality concrete and providing proper cover to reinforcement. In addition, corrosion inhibitors are used to protect the reinforcement in order to extend the service life of concrete structures. This research work is focused on determining the effectiveness of corrosion inhibitors un
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Prakash, Arya. "Analysis of Multi-Storied Building with Prestressed Beam using ETABS." International Journal for Research in Applied Science and Engineering Technology 9, no. VI (2021): 5188–94. http://dx.doi.org/10.22214/ijraset.2021.36137.

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Concrete is good in compression and weak in tension and the steel is strong in tension. So the use of reinforced concrete to resist compression and to hold bars in position and to the steel resist tension. In India RCC structures are commonly used in residential as well as business buildings. Nowadays the Post Tensioning method is widely used due to its advantages. Post tensioning is a form of prestressing, that means the steel is stressed before the concrete has to support the service loads. In this paper is exposed to the assessment of execution of Reinforced concrete beam (RCC beam) and Pos
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Negi, Ankit. "A Study on Energy Dissipation in Rcc Beam Column Joints Using Semi Rigid Connection." Mathematical Statistician and Engineering Applications 70, no. 2 (2021): 1223–36. http://dx.doi.org/10.17762/msea.v70i2.2190.

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Beam column joint failure has been linked to the partial or whole collapse of reinforced structures, according to information gathered during seismic reconnaissance. Under seismic stress, the failure of a single beam has only a limited impact, but the failure of a beam-column junction might lead to the collapse of the whole structure. The resulting economic damage and human casualties are substantial. Hence, keeping the beam and column from coming apart is crucial. Recent earthquakes have caused significant damage to important structures, and this is mostly attributable to a lack of ductility
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Hamah-Ali, Brwa Hamah Saeed, and Mohamed Raouf Abdul Qadir. "The effect of different levels of pre-damage loading on the strength and structural behavior of CFRP strengthened R.C. beams: Experimental and analytical investigation." PLOS ONE 16, no. 12 (2021): e0261290. http://dx.doi.org/10.1371/journal.pone.0261290.

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In order to investigate the effect of pre-loading damage on the structural performance of Carbon Fiber Reinforced Polymer (CFRP) strengthened Reinforced Concrete (R.C.) beams, experimental and Finite Element Modelling (FEM) investigation was carried out on six R.C. beams. Five of the R.C. beams were damaged up to different levels of strain in the main steel bars before Flexure CFRP strengthening. One of the R.C. beams loaded up to failure and was kept as a control beam for comparison. The experimental results showed that the failure mode of the CFRP strengthened specimen was controlled by CFRP
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Chen, Xiao Ying, Jing Zhuo, and Tang Ning Li. "Experimental Research and Principle on Strengthened T-Beam with External Pre-Stressed Variable Section CFRP Sheets Based on Moment." Advanced Materials Research 1030-1032 (September 2014): 774–80. http://dx.doi.org/10.4028/www.scientific.net/amr.1030-1032.774.

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An innovative external pre-stressed strengthening method, in which FRP (fiber reinforced polymer) sheet is placed outside of the concrete section and anchored in multiple-point, is based on moment of beam to change the area of section of FRP sheet along the length of beam. This strengthening method is that two ends of FRP sheet are first anchored by tightening WSGA (Wave-shaped-gear-anchor), then the FRP sheet is tensioned by tightening WSGG (Wave-shaped-gear-grip) on the middle of FRP sheet and accordingly pre-stressing force is built in FRP sheet. Two same 7m long reinforced concrete T-beams
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Dissertations / Theses on the topic "RCC T-beam and Pre-stressed"

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Czanik, Robert Johann. "An optical study of the high mass star forming region RCW 34 / Robert Johann Czanik." Thesis, North-West University, 2013. http://hdl.handle.net/10394/9102.

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This study consisted of an optical photometric and spectroscopic analysis on a 7′ 7′ field around the Southern high mass star forming region RCW 34. A previous study on RCW 34 in the NIR discov- ered many deeply embedded young stellar objects which were suspected to be T Tauri stars and which justified further investigation. The data used in this study consisted of three sets, the first two are photometric and spectroscopic data sets which were obtained during the first two weeks of February 2002. A third data set of spectroscopic observations was obtained by the author during the second wee
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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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Book chapters on the topic "RCC T-beam and Pre-stressed"

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Gooch, Bryan N. S., and David Thatcher. "Love’s Labour’s Lost." In A Shakespeare Music Catalogue. Oxford University PressOxford, 1991. http://dx.doi.org/10.1093/oso/9780198129417.003.0018.

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Abstract 6191 Adams, James Alan. [—]. MS [circa 1982]. Incidental music (pre-recorded): [a rec, t rec, t cornemuse, 2 hn, hpchd, vln, vcl]. First performed B. Iden Payne Theatre, University of Texas at Austin, 15 February 1980 (Michael Crisp, Ferdinand; Carol Keis, Princess of France; Rick Peeples, Berowne; Lawrence Mota!, Boyet; Stacy Smith, Rosaline; Steve Thomas, Moth; Dell Hollingsworth, a rec; composer, t rec; Jack Blanton, t cornemuse; Bruce Kyle and Curt Davis, hns; Bonnie Harris, hpchd; Michael Wheeler, vln; Lawrence Bramlette, vcl; Michael Finlayson, director).
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Conference papers on the topic "RCC T-beam and Pre-stressed"

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Akbar, Abdulmuhsen, Xinming Hu, Anne Neville, and Chun Wang. "The Influence of Flow Rate and Inhibitor on the Protective Layer under Erosion-Corrosion Conditions Using Rotating Cylinder Electrode." In CORROSION 2011. NACE International, 2011. https://doi.org/10.5006/c2011-11274.

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Abstract This paper reports findings from an investigation into the effect of flow rate and organic inhibitor on the material performance, film thickness and hardness of protective scales formed on X65 carbon steel surface in a rotating cylinder electrode (RCE) system. The experiments were conducted at a temperature of 70 °C, pH of 5.9 and 4.5 g/cm.s2 wall shear stress (τw) using both uninhibited and inhibited Forties brine with 25 ppm of inhibitor saturated with carbon dioxide (CO2) containing 0.1% HST60 PSA silica sand, which can be described as semi-spherical with sharp edges. Weight gain/l
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Zhong, Yuguo, and Will Hansen. "Evaluation of Internal Curing and Hydrophobic Surface Treatment on the Durability of Concrete." In 12th International Conference on Concrete Pavements. International Society for Concrete Pavements, 2021. http://dx.doi.org/10.33593/txkqro30.

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The effectiveness of using pre-wetted lightweight aggregate (LWA) for internal curing was investigated based on a laboratory testing program with a primary objective to reduce or mitigate curing related shrinkage (i.e. autogenous), as this could pave the way for using LWA in concrete for repair projects such as bonded overlays or new construction (e.g. JPCP projects). A concern with the use of LWA is the high absorption coefficient and potential negative impact on freeze-thaw resistance. A laboratory study was developed to evaluate compressive strength and key durability properties, such as ra
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Deus, Henrique de Rocha, Vladimir Portela Parente, and Jeroen van de Graaf. "The performance of error correcting codes in discrete and continuous fuzzy pairing protocols." In Simpósio Brasileiro de Segurança da Informação e de Sistemas Computacionais. Sociedade Brasileira de Computação - SBC, 2017. http://dx.doi.org/10.5753/sbseg.2017.19518.

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In fuzzy pairing, two parties compare two bit strings which are supposed to be similar, but almost never identical. So A and B engage in a protocol to verify whether d(sA, sB) is less than some threshold T; if not, the parties abort and authentication failed. Here d() is to be taken as the Hamming distance. One standard protocol is the code-offset method: A computes a random vector x such that sA − x is a code word of some pre-agreed error-correcting x. Together they verify whether the code and sends x to B, who decodes sB − two decoded codewords are the same. A common secret key can be obtain
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Wadier, Yves, Yves Meziere, and Marc Bonnamy. "The Energy Approach of EPFM Applied to the Prediction of Crack Arrest." In ASME 2008 Pressure Vessels and Piping Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/pvp2008-61830.

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At present, the conventional methodology used to assess the structural integrity of RPV does not take into account any possible extension of the initial crack. Nevertheless, in order to improve the methods and obtain a second level of assessment, it could be useful to analyse the possibilities of crack arrest after crack initiation. It is the reason why we have applied the energy approach of elastic-plastic fracture mechanics to the analysis of a cracked disk submitted to a thermal shock inducing very fast crack propagation and crack arrest. This energy approach, originally based on the defini
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