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Artykuły w czasopismach na temat "Concrete beams Testing"
Zainurrahman, Eko Darma i Sri Nuryati. "Carbon Fiber Reinforced Polymer Sebagai Perkuatan Lentur pada Balok Beton". BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil 8, nr 1 (15.01.2020): 20–28. http://dx.doi.org/10.33558/bentang.v8i1.1947.
Pełny tekst źródłaMuhtar, Amri Gunasti, Suhardi, Nursaid, Irawati, Ilanka Cahya Dewi, Moh Dasuki i in. "The Prediction of Stiffness of Bamboo-Reinforced Concrete Beams Using Experiment Data and Artificial Neural Networks (ANNs)". Crystals 10, nr 9 (27.08.2020): 757. http://dx.doi.org/10.3390/cryst10090757.
Pełny tekst źródłaMichalek, Peter, Jakub Kralovanec i Jan Bujnak. "Composite Steel and RPC Testing". Pollack Periodica 15, nr 3 (7.11.2020): 144–49. http://dx.doi.org/10.1556/606.2020.15.3.14.
Pełny tekst źródłaAparicio, Angel C., Gonzalo Ramos i Juan R. Casas. "Testing of externally prestressed concrete beams". Engineering Structures 24, nr 1 (styczeń 2002): 73–84. http://dx.doi.org/10.1016/s0141-0296(01)00062-1.
Pełny tekst źródłaSunar Bükülmez, Pınar, i Oguz C. Celik. "Pre and post-fire mechanical properties of structural steel and concrete in steel-concrete composite cellular beams". MATEC Web of Conferences 282 (2019): 02054. http://dx.doi.org/10.1051/matecconf/201928202054.
Pełny tekst źródłaJiang, De Bao, i Xiao Jing Gu. "Test Research of Prestressed Concrete Beams with CFRP under Low Cyclic Loading". Advanced Materials Research 163-167 (grudzień 2010): 3848–52. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.3848.
Pełny tekst źródłaNewtson, Craig M., Gaur P. Johnson i Brian T. Enomoto. "Fundamental Frequency Testing of Reinforced Concrete Beams". Journal of Performance of Constructed Facilities 20, nr 2 (maj 2006): 196–200. http://dx.doi.org/10.1061/(asce)0887-3828(2006)20:2(196).
Pełny tekst źródłaMotter, Christopher J., David C. Fields, John D. Hooper, Ron Klemencic i John W. Wallace. "Steel-Reinforced Concrete Coupling Beams. I: Testing". Journal of Structural Engineering 143, nr 3 (marzec 2017): 04016191. http://dx.doi.org/10.1061/(asce)st.1943-541x.0001670.
Pełny tekst źródłaJesse, S. Margaret, i V. M. Shanthi. "Investigating the Load–Deflection of FRP Material in Concrete Beams Wrapped with CFRP in Universal Testing Machine (UTM)". Journal of Computational and Theoretical Nanoscience 15, nr 2 (1.02.2018): 744–51. http://dx.doi.org/10.1166/jctn.2018.7155.
Pełny tekst źródłaBuller, A. H., M. Oad i B. A. Memon. "Flexural Behavior of Reinforced RAC Beams Exposed to 1000°C Fire for 18 Hours". Engineering, Technology & Applied Science Research 9, nr 3 (8.06.2019): 4225–29. http://dx.doi.org/10.48084/etasr.2733.
Pełny tekst źródłaRozprawy doktorskie na temat "Concrete beams Testing"
Mitchell, Andrew Douglass. "Shear friction behavior of high-strength concrete". Thesis, Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/19274.
Pełny tekst źródłaSaeed, Yasir Matloob. "Behavior of Prestressed Concrete Beams with CFRP Strands". PDXScholar, 2016. http://pdxscholar.library.pdx.edu/open_access_etds/2726.
Pełny tekst źródłaAl-lami, Karrar Ali. "Experimental Investigation of Fiber Reinforced Concrete Beams". PDXScholar, 2015. https://pdxscholar.library.pdx.edu/open_access_etds/2296.
Pełny tekst źródłaTso, Karmen, i 曹嘉雯. "Full-range behaviour of concrete beams partially prestressed with unbonded tendons". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2007. http://hub.hku.hk/bib/B38225578.
Pełny tekst źródłaBelghiti, Moulay El Mehdi. "Influence of steel fibres on response of beams". Thesis, McGill University, 2007. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=100222.
Pełny tekst źródłaThis research project demonstrated a clear improvement of the shear capacity resulting from the use of steel fibres for the beams without transverse reinforcement. For the beams with transverse reinforcement, displacement ductility was highly increased. This suggests that fibres have the potential to reduce the congestion of the reinforcement if fibres are designed to replace partially closely spaced transverse reinforcement. Also, it was noted that a redistribution of stresses occurred resulting in the formation of more well-controlled cracks. Finally, the strength predictions using the method developed by Aoude (Aoude, 2007) agree very well with the experimental results.
Peters, Timothy M. "Ultimate failure criteria for prestressed concrete T-beams". Thesis, Queensland University of Technology, 1989. https://eprints.qut.edu.au/36455/1/36455_Peters_1989.pdf.
Pełny tekst źródłaLam, Wai-yin, i 林慧賢. "Experimental study on embedded steel plate composite coupling beams". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2003. http://hub.hku.hk/bib/B26643352.
Pełny tekst źródłaSeljen, Andreas. "Testing of Fibre Reinforced Concrete : Shear Capacity of I-Beams". Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for konstruksjonsteknikk, 2013. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-22389.
Pełny tekst źródłaRafeeq, Ranj. "Torsional Strengthening of Reinforced Concrete Beams Using CFRP Composites". PDXScholar, 2016. http://pdxscholar.library.pdx.edu/open_access_etds/3125.
Pełny tekst źródłaLam, Yuet-kee Jeffery, i 林悦基. "Full-range analysis of reinforced concrete members and frames". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2009. http://hub.hku.hk/bib/B42182268.
Pełny tekst źródłaKsiążki na temat "Concrete beams Testing"
1935-, Kong F. K., red. Reinforced concrete deep beams. Glasgow: Blackie, 1990.
Znajdź pełny tekst źródłaKalleja, Hartmut. Übertragungsgesetze und Querkrafttragverhalten von Mikrobetonbalken unter Einschluss einer Vorspannung ohne Verbund. Düsseldorf: Werner-Verlag, 1988.
Znajdź pełny tekst źródłaAlca, Nedim. Effect of size on flexural behaviour of high-strength concrete beams. Edmonton, Alta: Dept. of Civil Engineering, University of Alberta, 1993.
Znajdź pełny tekst źródłaKoch, Rainer. Dauerschwingversuch an einem teilweise vorgespannten Spannbetonträger. Stuttgart: Otto-Graf-Institut, 1988.
Znajdź pełny tekst źródłaSingh, Tarvinder. Axisymmetric global structural analysis of BARC prestressed concrete containment model for beyond design pressure. Mumbai: Bhabha Atomic Research Centre, 2008.
Znajdź pełny tekst źródłaWill, Norbert. Zum Verbundverhalten von Spanngliedern mit nachträglichem Verbund unter statischer und dynamischer Dauerbeanspruchung. Aachen: Lehrstuhl und Institut für Massivbau der RWTH Aachen, 1997.
Znajdź pełny tekst źródłaEhret, Karl-Heinz. Ein Beitrag zur Theorie II. Ordnung bei kippgefährdeten Stahlbeton- und Spannbetonträgern. München/Neubiberg: Universität der Bundeswehr München, 1989.
Znajdź pełny tekst źródłaRosa, Michael A. Improving predictions for camber in precast, prestressed concrete bridge girders. [Olympia, Wash.]: Washington State Dept. of Transportation, 2007.
Znajdź pełny tekst źródłaByle, Kenneth Arlan. Time-dependent deformation behavior of prestressed high performance concrete bridge beams. [Austin, Tex.]: Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin, 1998.
Znajdź pełny tekst źródłaUSA-Australia Workshop on High Performance Concrete (1997 Sydney, N.S.W.). Proceedings of the USA-Australia Workshop on High Performance Concrete (HPC), Sydney, Australia, August 20-23, 1997. Perth, W.A: Curtin University of Technology, School of Civil Engineering, 1997.
Znajdź pełny tekst źródłaCzęści książek na temat "Concrete beams Testing"
Tigeli, M., P. Moyo i H. Beushausen. "Behaviour of Corrosion Damaged Reinforced Concrete Beams Strengthened Using CFRP Laminates". W Nondestructive Testing of Materials and Structures, 1079–85. Dordrecht: Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-0723-8_151.
Pełny tekst źródłaGudmarsson, A., N. Ryden i B. Birgisson. "Determination of the Frequency Dependent Dynamic Modulus for Asphalt Concrete Beams Using Resonant Acoustic Spectroscopy". W Nondestructive Testing of Materials and Structures, 199–204. Dordrecht: Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-0723-8_29.
Pełny tekst źródłaFujisaku, Yusuke, Hideki Naito i Kohko Inaba. "Damage evaluation of concrete beams using forced vibration testing and machine learning". W Bridge Safety, Maintenance, Management, Life-Cycle, Resilience and Sustainability, 1213–19. London: CRC Press, 2022. http://dx.doi.org/10.1201/9781003322641-146.
Pełny tekst źródłaClendennen, Crystal Rae, i Pedro Romero. "Evaluating the Representative Volume Element of Asphalt Concrete Mixture Beams for Testing in the Bending Beam Rheometer". W Multi-Scale Modeling and Characterization of Infrastructure Materials, 13–30. Dordrecht: Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-94-007-6878-9_2.
Pełny tekst źródłaGhosh, Swarnangshu, Rithik Agrawal i R. Vidya Sagar. "Implementation of Acoustic Emission Testing to Study the Type of Cracking in Reinforced Concrete Beams". W Lecture Notes in Mechanical Engineering, 283–96. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-0186-6_28.
Pełny tekst źródłaNour, Omar, Osama Salem i Ahmed Mostafa. "Experimental Testing of GFRP-Reinforced Concrete Beams with Mid-Span Lap Splices Utilizing Straight- and Hooked-End Bars". W 8th International Conference on Advanced Composite Materials in Bridges and Structures, 103–10. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-09409-5_12.
Pełny tekst źródłaTakács, P. F., K. V. Høiseth, S. I. Sørensen, T. Kanstad, J. A. Øverli i E. Thorenfeldt. "Non-linear analysis of prestressed concrete beams with a total strain based model: FEM model and full-scale testing". W Finite Elements in Civil Engineering Applications, 201–8. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003211365-28.
Pełny tekst źródłaYamada, M., K. Tagomori i M. Ohtsu. "Identification of Tendon Ducts in Prestressed Concrete Beam by SIBIE". W Nondestructive Testing of Materials and Structures, 59–65. Dordrecht: Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-0723-8_8.
Pełny tekst źródłaNdong, Abdou K., Mehrdad S. Dizaji, Mohamad Alipour, Osman E. Ozbulut i Devin K. Harris. "Load Rating of a Reinforced Concrete T-Beam Bridge Through Ambient Vibration Testing and Finite Element Model Updating". W Conference Proceedings of the Society for Experimental Mechanics Series, 337–43. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-74421-6_45.
Pełny tekst źródłaBeben, D., W. Anigacz i A. Mordak. "GPR testing of reinforced concrete viaduct beams". W Durability of Bridge Structures, 245–52. CRC Press, 2013. http://dx.doi.org/10.1201/b15790-28.
Pełny tekst źródłaStreszczenia konferencji na temat "Concrete beams Testing"
Crisinel, Michel, i Gabriele Guscetti. "Design and Testing of Two Composite Underspanned Beams". W International Conference on Composite Construction in Steel and Concrete 2008. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41142(396)18.
Pełny tekst źródłaAlsharari, Fahad, Ayman El-Zohairy, Hani Salim i Mohammed Mutnbak. "Fatigue Testing of Post-Tensioned Steel-Concrete Composite Beams". W Structures Congress 2020. Reston, VA: American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784482896.014.
Pełny tekst źródła"Fire testing of RC beams strengthened with NSM reinforcement". W SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium. American Concrete Institute, 2011. http://dx.doi.org/10.14359/51682461.
Pełny tekst źródłaThapa, Aashish, Mustafa Mashal i Mahesh Acharya. "Large-Scale Flexural Testing of Concrete Beams Reinforced with Conventional Steel and Titanium Alloy Bars". W IABSE Symposium, Prague 2022: Challenges for Existing and Oncoming Structures. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/prague.2022.0272.
Pełny tekst źródła"Behavior of Juxtaposed Galvanic Couples in Small Repaired Beams by Using Primers to the Reinforcement". W SP-229: Quality of Concrete Structures and Recent Advances in Concrete Materials and Testing. American Concrete Institute, 2005. http://dx.doi.org/10.14359/14738.
Pełny tekst źródła"Detecting Cracks in the Beams and Columns of a Post-Tensioned Parking Garage Using the Impact-Echo Method". W SP-168: Innovations In Nondestructive Testing of Concrete. American Concrete Institute, 1997. http://dx.doi.org/10.14359/5956.
Pełny tekst źródłaWhite, Greg, i Matthew Johnson. "Investigating Alternates to Flexural Beams for Airport Concrete Strength Compliance". W 12th International Conference on Concrete Pavements. International Society for Concrete Pavements, 2021. http://dx.doi.org/10.33593/6aa8kpnf.
Pełny tekst źródła"FE Analysis on Cohesive Debonding and Cracking Behavior for HIP-Strengthened Concrete Beams by Nonlinear Fracture Mechanics". W SP-201: Fracture Mechanics for Concrete Materials: Testing and Applications. American Concrete Institute, 2001. http://dx.doi.org/10.14359/10769.
Pełny tekst źródła"Some Aspects of Closed-Loop Controlled Testing of Reinforced Concrete Beams at High Rates". W SP-143: New Experimental Techniques for Evaluating Concrete Material & Structural Performance. American Concrete Institute, 1994. http://dx.doi.org/10.14359/4601.
Pełny tekst źródłaArne, Kevin, Chiwon In, Jin-Yeon Kim, Kimberly Kurtis i Laurence J. Jacobs. "Nondestructive estimation of depth of surface opening cracks in concrete beams". W 40TH ANNUAL REVIEW OF PROGRESS IN QUANTITATIVE NONDESTRUCTIVE EVALUATION: Incorporating the 10th International Conference on Barkhausen Noise and Micromagnetic Testing. AIP Publishing LLC, 2014. http://dx.doi.org/10.1063/1.4864902.
Pełny tekst źródłaRaporty organizacyjne na temat "Concrete beams Testing"
Roesler, Jeffery, Sachindra Dahal, Dan Zollinger i W. Jason Weiss. Summary Findings of Re-engineered Continuously Reinforced Concrete Pavement: Volume 1. Illinois Center for Transportation, maj 2021. http://dx.doi.org/10.36501/0197-9191/21-011.
Pełny tekst źródłaWeiss, Charles, William McGinley, Bradford Songer, Madeline Kuchinski i 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.), maj 2021. http://dx.doi.org/10.21079/11681/40683.
Pełny tekst źródłaHawkins, David, i John Hanson. Testing and Evaluation of a Dapped-End Prestressed Concrete Pocketed Spandrel Beam. Precast/Prestressed Concrete Institute, 2000. http://dx.doi.org/10.15554/pci.rr.comp-019.
Pełny tekst źródłaMorrison, Jeffrey, i John Hanson. Testing and Evaluation of a Uniform-Depth, Prestressed Concrete Pocketed Spandrel Beam. Precast/Prestressed Concrete Institute, 1999. http://dx.doi.org/10.15554/pci.rr.comp-021.
Pełny tekst źródłaSHEAR BEHAVIOR OF NOVEL DEMOUNTABLE BOLTED SHEAR CONNECTOR FOR PREFABRICATED COMPOSITE BEAM. The Hong Kong Institute of Steel Construction, grudzień 2022. http://dx.doi.org/10.18057/ijasc.2022.18.4.2.
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