Gotowa bibliografia na temat „Flexural behaviour”
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Artykuły w czasopismach na temat "Flexural behaviour"
Morey, N. N., S. D. Patil i A. P. Khangan. "Flexural Behaviour of GFRP Bars". International Journal of Trend in Scientific Research and Development Volume-2, Issue-2 (28.02.2018): 1503–5. http://dx.doi.org/10.31142/ijtsrd9645.
Pełny tekst źródłaDinesh Kumar, J., A. Sattainathan Sharma i K. Suganya Devi. "Study on Flexural Behaviour of RC Beam Strengthened with FRP". Journal of Physics: Conference Series 2040, nr 1 (1.10.2021): 012019. http://dx.doi.org/10.1088/1742-6596/2040/1/012019.
Pełny tekst źródłaLopes, S. M. R., i J. Harrop. "Flexural behaviour of prestressed continuous beams". Proceedings of the Institution of Civil Engineers - Structures and Buildings 146, nr 1 (luty 2001): 67–74. http://dx.doi.org/10.1680/stbu.2001.146.1.67.
Pełny tekst źródłaReis, P. N. B., J. A. M. Ferreira, F. V. Antunes i J. D. M. Costa. "Flexural behaviour of hybrid laminated composites". Composites Part A: Applied Science and Manufacturing 38, nr 6 (czerwiec 2007): 1612–20. http://dx.doi.org/10.1016/j.compositesa.2006.11.010.
Pełny tekst źródłaReal, E., i E. Mirambell. "Flexural behaviour of stainless steel beams". Engineering Structures 27, nr 10 (sierpień 2005): 1465–75. http://dx.doi.org/10.1016/j.engstruct.2005.04.008.
Pełny tekst źródłaArief Budiman i Erizal. "Pengaruh Pola Anyaman terhadap Perilaku Lentur Textile Reinforced Concrete (TRC) dengan Perkuatan Serat Rami". Jurnal Teknik Sipil dan Lingkungan 6, nr 3 (31.12.2021): 205–20. http://dx.doi.org/10.29244/jsil.6.3.205-220.
Pełny tekst źródłaSaji, Ms Ansu P., i Ms Lekshmi Priya R. "Flexural Behaviour of SFRC Curved Deep Beams". International Journal for Research in Applied Science and Engineering Technology 10, nr 7 (31.07.2022): 574–79. http://dx.doi.org/10.22214/ijraset.2022.45372.
Pełny tekst źródłaMikhailovsky, Leonid, D. J. Laurie Kennedy i Raymond W. S. Lee. "Flexural behaviour of bolted joints of corrugated steel plates". Canadian Journal of Civil Engineering 19, nr 5 (1.10.1992): 896–905. http://dx.doi.org/10.1139/l92-101.
Pełny tekst źródłaAngeli, P., F. De Bona i M. G. Munteanu. "Flexural stiffness of leaf springs for compliant micromechanisms". Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 222, nr 12 (1.12.2008): 2505–11. http://dx.doi.org/10.1243/09544062jmes1022.
Pełny tekst źródłaSathish Kumar, Veerappan, Namasivayam Ganesan, Pookattu Vattarambath Indira, Gunasekaran Murali i Nikolai Ivanovich Vatin. "Flexural Behaviour of Hybrid Fibre-Reinforced Ternary Blend Geopolymer Concrete Beams". Sustainability 14, nr 10 (13.05.2022): 5954. http://dx.doi.org/10.3390/su14105954.
Pełny tekst źródłaRozprawy doktorskie na temat "Flexural behaviour"
Ramesht, M. H. "Durability and flexural behaviour of ferrocement". Thesis, University of Manchester, 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.488414.
Pełny tekst źródłaFazio, Robert. "Flexural behaviour of corroded reinforced concrete beams". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp01/MQ29592.pdf.
Pełny tekst źródłaFazio, Robert 1970. "Flexural behaviour of corroded reinforced concrete beams". Thesis, McGill University, 1996. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=27219.
Pełny tekst źródłaFourteen simply supported concrete beams were cast and subjected to two third point concentrated loads, increased monotonically until failure. The strength, strain and crack development data were recorded to assess the corrosion rate and its effect on the steel bars.
An electrochemical system was used to achieve the different corrosion levels. The specimens were immersed in a 5 percent of sodium chloride by weight of water for a period of one to thirty weeks. An initial voltage of 1 volt was impressed through the beams to initiate and to accelerate the corrosion process. A steel plate was immersed in the solution to act as a cathode and force the steel reinforced concrete beam to act as an anode.
The report discusses the defects and environmental factors influencing the corrosion process. (Abstract shortened by UMI.)
El-Rimawi, J. A. "The Behaviour of Flexural Members under Fire Conditions". Thesis, University of Sheffield, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.608342.
Pełny tekst źródłaAl-Sunna, Raed Akram Saliba. "Deflection behaviour of FRP reinforced concrete flexural members". Thesis, University of Sheffield, 2006. http://etheses.whiterose.ac.uk/3597/.
Pełny tekst źródłaHabeeb, M. N. "Flexural behaviour of continuously supported FRP reinforced concrete beams". Thesis, University of Bradford, 2011. http://hdl.handle.net/10454/5727.
Pełny tekst źródłaKurniawan, Cyrilus Winatama. "Flexural behaviour and design of the new LiteSteel beams". Thesis, Queensland University of Technology, 2007. https://eprints.qut.edu.au/16674/1/Cyrilus_Kurniawan_Thesis.pdf.
Pełny tekst źródłaKurniawan, Cyrilus Winatama. "Flexural behaviour and design of the new LiteSteel beams". Queensland University of Technology, 2007. http://eprints.qut.edu.au/16674/.
Pełny tekst źródłaMcAndrew, Duncan. "Behaviour and design of sandwich panels for flexural wrinkling". Thesis, Queensland University of Technology, 1999. https://eprints.qut.edu.au/36095/1/36095_McAndrew_1999.pdf.
Pełny tekst źródłaAnapayan, Tharmarajah. "Flexural behaviour and design of hollow flange steel beams". Thesis, Queensland University of Technology, 2010. https://eprints.qut.edu.au/36210/1/Tharmarajah_Anapayan_Thesis.pdf.
Pełny tekst źródłaKsiążki na temat "Flexural behaviour"
Ramesht, M. H. Durability and flexural behaviour of ferrocement. Manchester: UMIST, 1994.
Znajdź pełny tekst źródłaLu, Yue Qing. The flexural behaviour of concrete-filled hollow structural sections. Edmonton, Alta., Canada: Dept. of Civil Engineering, University of Alberta, 1992.
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 źródłaO'Connor, David John. The flexural behaviour of sandwich beams with thick facings and rigid plastic foam cores. [s.l: The author], 1985.
Znajdź pełny tekst źródłaCousins, William. The flexural behaviour of cambered concrete slabs with partial lateral restraint when subjected to short-term uniformly distributed loads. [s.l: The Author], 1989.
Znajdź pełny tekst źródłaIbrahim, Hisham H. H. Flexural behavior of high strength concrete columns. Edmonton, Alta: Dept. of Civil Engineering, University of Alberta, 1994.
Znajdź pełny tekst źródłaBlake, John David. Lap splice behavior in concrete masonry walls under flexural loading. 1993.
Znajdź pełny tekst źródłaHeeringa, Roger L. The ultimate strength flexural behavior of reinforced concrete block masonry. 1989.
Znajdź pełny tekst źródłaCzęści książek na temat "Flexural behaviour"
Vaguez, Ruby, i Simon Jayasingh. "Flexural Behaviour of Auxetic Core Sandwich Beam". W Lecture Notes in Civil Engineering, 71–82. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5001-0_7.
Pełny tekst źródłaLaím, Luís, João Paulo C. Rodrigues i Luís S. Silva. "Flexural Behaviour of Cold-Formed Steel Beams". W Design, Fabrication and Economy of Metal Structures, 133–38. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36691-8_20.
Pełny tekst źródłaCunha, Vítor M. C. F., Joaquim A. O. Barros i Amin Abrishambaf. "Time-Dependent Flexural Behaviour of SFRSCC Elements". W RILEM Bookseries, 125–37. Dordrecht: Springer Netherlands, 2016. http://dx.doi.org/10.1007/978-94-024-1001-3_11.
Pełny tekst źródłaKretsis, G., F. L. Matthews, G. A. O. Davies i J. Morton. "Flexural Behaviour of Multi-directional Glass/Carbon Hybrid Laminates". W Composite Structures 5, 795–807. Dordrecht: Springer Netherlands, 1989. http://dx.doi.org/10.1007/978-94-009-1125-3_50.
Pełny tekst źródłaRasappagari, M. R. R., W. Karunasena i W. Lokuge. "Flexural Behaviour of Functionally Graded-Graphene Reinforced Composite Plates". W Lecture Notes in Civil Engineering, 209–21. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7603-0_22.
Pełny tekst źródłaChanda, M., M. B. Zisan i A. Dhar. "Flexural Behaviour of Reinforced Concrete Beams Retrofitted with Ferrocement". W Lecture Notes in Civil Engineering, 247–54. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-5547-0_24.
Pełny tekst źródłaCorreia, Luís, Tiago Silva, José Sena-Cruz, Eduardo Pereira, Isabel Valente i Joaquim Barros. "Flexural Behaviour of Hybrid FRC-GFRP/PUR Sandwich Panels". W Lecture Notes in Civil Engineering, 2458–69. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-88166-5_213.
Pełny tekst źródłaMeng, Dan, C. K. Lee i Y. X. Zhang. "Flexural Behaviour of Reinforced Polyvinyl Alcohol-Engineered Cementitious Composite Beams". W Strain-Hardening Cement-Based Composites, 441–47. Dordrecht: Springer Netherlands, 2017. http://dx.doi.org/10.1007/978-94-024-1194-2_51.
Pełny tekst źródłaPandey, Dinesh Chandra, Amit Goyal i R. Siva Chidambram. "Flexural Behaviour of Masonry Wall Strengthened with Waste PET Grid". W 5thWorld Congress on Disaster Management, 96–103. London: Routledge, 2022. http://dx.doi.org/10.4324/9781003341956-13.
Pełny tekst źródłaKamath, Sakshi S., D. N. Punith, S. Preetham, S. N. Gautham, Janardhan, K. Lalith Yashwanth i Basavaraju Bennehalli. "Tensile and Flexural Behaviour of Areca Husk Fibre Reinforced Epoxy Composite". W Lecture Notes in Mechanical Engineering, 35–43. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5151-2_4.
Pełny tekst źródłaStreszczenia konferencji na temat "Flexural behaviour"
Alnuaimi, A. S., A. Hago i K. S. Al-Jabri. "Flexural behaviour of ferrocement roof panels". W HIGH PERFORMANCE STRUCTURES AND MATERIALS 2006. Southampton, UK: WIT Press, 2006. http://dx.doi.org/10.2495/hpsm06010.
Pełny tekst źródłaSheehan, Therese, Xianghe Dai, Jie Yang, Kan Zhou i Dennis Lam. "Flexural behaviour of composite slim floor beams". W 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia: Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.6963.
Pełny tekst źródłaMarques, L., L. Simões Da Silva, R. Greiner i C. Rebelo. "Flexural Buckling Behaviour of Non-Prismatic Columns". W 7th International Conference on Steel and Aluminium Structures. Singapore: Research Publishing Services, 2011. http://dx.doi.org/10.3850/978-981-08-9247-0_rp080-icsas11.
Pełny tekst źródłaRaza, Masoom, Ujjwal Bhardwaj i Prakhar Duggal. "Flexural Behaviour of Bamboo Reinforced Concrete Beam". W 2022 3rd International Conference on Intelligent Engineering and Management (ICIEM). IEEE, 2022. http://dx.doi.org/10.1109/iciem54221.2022.9853011.
Pełny tekst źródłaChomchuen, Prakit, i Virote Boonyapinyo. "Flexural Behaviour Enhanchment of Cementitious Structural Insulated Panels". W IABSE Congress, Stockholm 2016: Challenges in Design and Construction of an Innovative and Sustainable Built Environment. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2016. http://dx.doi.org/10.2749/stockholm.2016.2125.
Pełny tekst źródła"The Ductile Behaviour Including Flexural Strength of High-Strength Concrete Members Subjected to Flexure". W "SP-172: High-Performance Concrete - Proceedings: ACI International Conference, Malaysia 1997". American Concrete Institute, 1999. http://dx.doi.org/10.14359/6136.
Pełny tekst źródłaRIBEIRO, M. C. S., A. J. M. FERREIRA i A. T. MARQUES. "FLEXURAL BEHAVIOUR OF GFRP-POLYMER CONCRETE HYBRID STRUCTURAL SYSTEMS". W Proceedings of the Sixth International Symposium on FRP Reinforcement for Concrete Structures (FRPRCS–6). World Scientific Publishing Company, 2003. http://dx.doi.org/10.1142/9789812704863_0065.
Pełny tekst źródłaRashid, Husham, i Hasan Mohammed. "Flexural Behaviour of Recycled Demolition Waste Reinforced Concrete Beams". W Proceedings of 2nd International Multi-Disciplinary Conference Theme: Integrated Sciences and Technologies, IMDC-IST 2021, 7-9 September 2021, Sakarya, Turkey. EAI, 2022. http://dx.doi.org/10.4108/eai.7-9-2021.2314922.
Pełny tekst źródłaKeerthana, K. "Effect of Loading Frequency on Flexural Fatigue Behaviour of Concrete". W 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2019. http://dx.doi.org/10.21012/fc10.233285.
Pełny tekst źródłaMounica, Irrinki, S. A. Vengadesh Subramanian i N. Umamaheswari. "Flexural behaviour of composite rectangular steel beams filled with concrete". W PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN MANUFACTURING ENGINEERING RESEARCH 2021: ICRAMER 2021. AIP Publishing, 2022. http://dx.doi.org/10.1063/5.0096515.
Pełny tekst źródłaRaporty organizacyjne na temat "Flexural behaviour"
Ragalwar, Ketan, William Heard, Brett Williams, Dhanendra Kumar i Ravi Ranade. On enhancing the mechanical behavior of ultra-high performance concrete through multi-scale fiber reinforcement. Engineer Research and Development Center (U.S.), wrzesień 2021. http://dx.doi.org/10.21079/11681/41940.
Pełny tekst źródłaAl-Obaidi, Salam. Behavior of Reinforced Concrete Beams Retrofitted in Flexure Using CFRP-NSM Technique. Portland State University Library, styczeń 2000. http://dx.doi.org/10.15760/etd.2291.
Pełny tekst źródłaAndrawes, Bassem, Ernesto Perez Claros i Zige Zhang. Bond Characteristics and Experimental Behavior of Textured Epoxy-coated Rebars Used in Concrete Bridge Decks. Illinois Center for Transportation, styczeń 2022. http://dx.doi.org/10.36501/0197-9191/22-001.
Pełny tekst źródłaEFFICIENCY OF DIFFERENT CONNECTIONS ON THE BEHAVIOUR OF COLD-FORMED SINGLE-ANGLE STEEL MEMBERS CONNECTED THROUGH ONE LEGUNDER AXIAL LOADING. The Hong Kong Institute of Steel Construction, wrzesień 2022. http://dx.doi.org/10.18057/ijasc.2022.18.3.10.
Pełny tekst źródłaENERGY DISSIPATING MODES AND DESIGN RECOMMENDATION OF H-SHAPED STEEL BAFFLES SUBJECTED TO BOULDER IMPACT. The Hong Kong Institute of Steel Construction, grudzień 2021. http://dx.doi.org/10.18057/ijasc.2021.17.4.3.
Pełny tekst źródłaEXPERIMENTAL STUDY ON BEHAVIOR OF THE GUSSET-PLATE JOINT OF ALUMINUM ALLOY PORTAL FRAME. The Hong Kong Institute of Steel Construction, sierpień 2022. http://dx.doi.org/10.18057/icass2020.p.257.
Pełny tekst źródłaBENDING MECHANICAL PROPERTIES OF STEEL–WELDED HOLLOW SPHERICAL JOINTS AT HIGH TEMPERATURES. The Hong Kong Institute of Steel Construction, sierpień 2022. http://dx.doi.org/10.18057/icass2020.p.146.
Pełny tekst źródłaREVIEW OF VARIOUS SHEAR CONNECTORS IN COMPOSITE STRUCTURES. The Hong Kong Institute of Steel Construction, grudzień 2021. http://dx.doi.org/10.18057/ijasc.2021.17.4.8.
Pełny tekst źródłaEFFECTS OF THE NUMBERS OF STORIES AND SPANS ON THE COLLAPSE-RESISTANCE PERFORMANCE OF MULTI-STORY STEEL FRAME STRUCTURES WITH REDUCED BEAM SECTION CONNECTIONS. The Hong Kong Institute of Steel Construction, czerwiec 2022. http://dx.doi.org/10.18057/ijasc.2022.18.2.10.
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