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Artykuły w czasopismach na temat "Flexural analysis"
Back. "Flexural Analysis of Laminated Composite T-Beams". Journal of Korean Society of Steel Construction 26, nr 5 (2014): 397. http://dx.doi.org/10.7781/kjoss.2014.26.5.397.
Pełny tekst źródłaImam, Mahmoud, Lucie Vandewalle i Fernand Mortelmans. "Shear – moment analysis of reinforced high strength concrete beams containing steel fibres". Canadian Journal of Civil Engineering 22, nr 3 (1.06.1995): 462–70. http://dx.doi.org/10.1139/l95-054.
Pełny tekst źródłaIbrahim, Ahmed M. M., i Perry Adebar. "Effective flexural stiffness for linear seismic analysis of concrete walls". Canadian Journal of Civil Engineering 31, nr 4 (1.08.2004): 597–607. http://dx.doi.org/10.1139/l04-014.
Pełny tekst źródłaClimente, Alfonso, Daniel Torrent i José Sánchez-Dehesa. "Analysis of flexural wave cloaks". AIP Advances 6, nr 12 (grudzień 2016): 121704. http://dx.doi.org/10.1063/1.4968611.
Pełny tekst źródłaSawant, M. M., i P. R. Anerao. "Investigation of Circular Flexural Hinge Used in Compliant Mechanism Using FEA Tool." International Journal of Engineering Technology and Sciences 3, nr 1 (30.06.2016): 34–42. http://dx.doi.org/10.15282/ijets.5.2016.1.5.1044.
Pełny tekst źródłaLi, Chun Xia, Zhi Sheng Ding i Shi Lin Yan. "Analysis on Flexural Capacity of FRP Reinforced Concrete Members". Advanced Materials Research 446-449 (styczeń 2012): 98–101. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.98.
Pełny tekst źródłaDa Silva, M. R. M. Crespo. "Non-linear flexural-flexural-torsional-extensional dynamics of beams—II. Response analysis". International Journal of Solids and Structures 24, nr 12 (1988): 1235–42. http://dx.doi.org/10.1016/0020-7683(88)90088-1.
Pełny tekst źródłaCao, Ping Zhou, De Li i Rong Zhuo Lin. "Experimental Investigation on Flexure Performance of New Steeldeck-Concrete Thermal Insulation Composite Floor Slabs". Applied Mechanics and Materials 584-586 (lipiec 2014): 993–96. http://dx.doi.org/10.4028/www.scientific.net/amm.584-586.993.
Pełny tekst źródłaClimente, Alfonso, Daniel Torrent i Jose Sanchez-Dehesa. "Analysis of cloaks for flexural waves". Journal of the Acoustical Society of America 138, nr 3 (wrzesień 2015): 1734. http://dx.doi.org/10.1121/1.4933462.
Pełny tekst źródłaSubramanian, P. "Flexural analysis of laminated composite plates". Composite Structures 45, nr 1 (maj 1999): 51–69. http://dx.doi.org/10.1016/s0263-8223(99)00014-8.
Pełny tekst źródłaRozprawy doktorskie na temat "Flexural analysis"
Soranakom, Chote, i Barzin Mobasher. "Flexural Analysis and Design of Textile Reinforced Concrete". Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2009. http://nbn-resolving.de/urn:nbn:de:bsz:14-ds-1244046537373-61938.
Pełny tekst źródłaZhong, Min. "Dynamic analysis of cables with variable flexural rigidity". Thesis, University of Hawaii at Manoa, 2003. http://hdl.handle.net/10125/6990.
Pełny tekst źródłaBian, Jian. "Ultimate flexural limit states analysis of prestressed concrete sleeper". Thesis, Queensland University of Technology, 2012. https://eprints.qut.edu.au/63660/1/Jian_Bian_Thesis.pdf.
Pełny tekst źródłaGiroux, Cynthia. "Analysis of the flexural behaviour of a fibreglass composite seawall". Thesis, McGill University, 2000. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=30784.
Pełny tekst źródłaA novel testing method was developed to simultaneously determine the flexural rigidity (EI) and shear rigidity (kAG) of the panel using Timoshenko's beam theory. Three- and four-point bending tests were performed on six different span lengths and the results were self-consistent from the two different tests. (Abstract shortened by UMI.)
Naji, Behnam. "Flexural Analysis and Composite Behavior of Precast Concrete Sandwich Panel". University of Dayton / OhioLINK, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1355331734.
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 źródłaCAMPOS, CLAUDIA MARIA DE OLIVEIRA. "ANALYSIS OF THE FLEXURAL BEHAVIOR OF BEAMS PRESTRESSED WITH EXTERNAL TENDONS". PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 1999. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1874@1.
Pełny tekst źródłaBRITISH COUNCIL
A protensão de estruturas de concreto com cabos externos já é uma prática comum em vários países e, tem sido empregada tanto na recuperação e reforço de estruturas existentes quanto na concepção de novas estruturas. Entre algumas vantagens estão a redução do peso da estrutura,simplicidade no traçado dos cabos e melhores condições de concretagem. A protensão externa pode ser feita com cabos de aço ou com cabos sintéticos. Estes últimos são constituídos de fibras de alta resistência e excelente resistência à corrosão. O cálculo da resistência das vigas protendidas com cabos não aderentes é mais complexo do que o caso de cabos aderentes, pois a variação de tensão é função da integral das deformações da viga ao longo do traçado do cabo. Este trabalho apresenta um modelo rígido-plástico simplificado para estimar a variação da força em cabos de protensão não aderentes, para estágios de carregamento onde ocorrem deformações plásticas nos materiais, considerando que todas as rotações estejam concentradas em uma rótula plástica. O modelo leva em consideração a dependência da variação da força em cabos de protensão com o comportamento geral da estrutura, bem como a influência da resistência do concreto, da taxa de armadura na seção e dos deslizamentos que ocorrem ao longo da armadura não aderente. A eficiência deste tipo de análise é verificada por meio de uma boa concordância entre resultados analíticos e experimentais, desde que se tenha uma boa estimativa da capacidade de rotação e/ou posição relativa da linha neutra na ruptura. Apresenta-se um estudo paramétrico, sobre o comportamento à flexão de vigas protendidas com cabos externos, utilizando o modelo computacional de Campos (1993). A análise é utilizada para enfatizar as principais implicações do emprego de cabos externos de diferentes módulos de elasticidade. Estabeleceu-se também, uma relação entre a capacidade de rotação da seção e posição relativa da linha neutra, com o objetivo de facilitar a determinação da variação de força em cabos não aderentes quando o modelo rígido-plástico simplificado é empregado. Verificou-se uma boa concordância entre resultados analíticos e experimentais.
Beams prestressed with external tendons have a number of attractions for engineers. They allow a reduction in weight, since concrete is not provided merely to act as cover to tendon or duct; they allow the tendons to be inspected for signs of corrosion and tendons can be replaced or retensioned if necessary. External prestressing is also an ideal application of tendons made of new materials, such as aramids; since the tendons are brittle, it is necessary to avoid the strains concentrations that occur at crack locations with bonded tendons. Since aramids fibres are non-corrodable , there is no problem about the lack of alkaline environment. The main difference in behaviour between bonded and unbonded tendons is that the deflected shape of the unbonded tendon is not the same of the beam. The force change in unbonded tendons depends on the overall geometry of the beam. This work presents a rigid plastic analysis for predicting the force in unbonded tendons , which takes into account the overall geometry of the beam, concrete strenght, reinforment index, as well as the effects of the friction at deflector points. The method is validated with a good agrement with experimental results, provided that a good aproximation of the rotational capacity of a critical section and/or the relative position of the neutral axis are known. A numerical parametrical study of the flexural resistance of concrete beams prestressed with external tendons is carried out, with particular attention paid to those beams prestressed with aramid tendons. This study used a computer program developed by Campos(1993) based on the finite element method for the analysis of concrete structures prestressed with both bonded and unbonded tendons , including external prestressing. A relationship between the rotational capacity of a critical section and the relative position of the neutral axis was stablished. The usage of this relationship together with the rigid plastic model lead to a good agreement with experimental results. Beams prestressed with external tendons have a number of attractions for engineers. They allow a reduction in weight, since concrete is not provided merely to act as cover to tendon or duct; they allow the tendons to be inspected for signs of corrosion and tendons can be replaced or retensioned if necessary. External prestressing is also an ideal application of tendons made of new materials, such as aramids; since the tendons are brittle, it is necessary to avoid the strains concentrations that occur at crack locations with bonded tendons. Since aramids fibres are non-corrodable , there is no problem about the lack of alkaline environment. The main difference in behaviour between bonded and unbonded tendons is that the deflected shape of the unbonded tendon is not the same of the beam. The force change in unbonded tendons depends on the overall geometry of the beam. This work presents a rigid plastic analysis for predicting the force in unbonded tendons , which takes into account the overall geometry of the beam, concrete strenght, reinforment index, as well as the effects of the friction at deflector points. The method is validated with a good agrement with experimental results, provided that a good aproximation of the rotational capacity of a critical section and/or the relative position of the neutral axis are known. A numerical parametrical study of the flexural resistance of concrete beams prestressed with external tendons is carried out, with particular attention paid to those beams prestressed with aramid tendons. This study used a computer program developed by Campos(1993) based on the finite element method for the analysis of concrete structures prestressed with both bonded and unbonded tendons , including external prestressing. A relationship between the rotational capacity of a critical section and the relative position of the neutral axis was stablished. The usage of this relatio
La protensión de extructuras de concreto con cabos externos es ya una práctica común en varios países y, ha sido empleada tanto en la recuperación y refuerzo de extructuras existentes cuanto en la concepción de nuevas extructuras. Entre algunas ventajas están la reducción del peso de la extructura,simplicidad en el trazado de los cables y mejores condiciones para el concretaje. La protensión externa puede ser hecha con cables de acero o con cables sintéticos. Estos últimos están constituídos de fibras de alta resistencia y excelente resistencia a la corrosión. El cálculo de la resistencia de las vigas protendidas con cables no adherentes es más complejo del que el caso de cables adherentes, pués la variación de tensión es función de la integral de las deformaciones de la viga a lo largo del trazado del cable. Este trabajo presenta un modelo rígido-plástico simplificado para estimar la variación de la fuerza en cables de protensión no adherentes, para estadíos de carregamento donde ocurren deformaciones plásticas en los materiales, considerando que todas las rotaciones esten concentradas en una rótula plástica. El modelo lleva en consideración la dependencia de la variación de la fuerza en cables de protensión con el comportamiento general de la extructura, así como la influencia de la resistencia del concreto, de la tasa de armadura en la sección y de los deslizamientos que ocurren a lo largo de la armadura no adherente. La eficiencia de este tipo de análisis se verifica por meio de una buena concordancia entre resultados analíticos y experimentales, desde que se tenga uma buena estimativa de la capacidad de rotación y/o posición relativa de la línea neutra en la ruptura. Se presenta un estudio paramétrico, sobre el comportamiento a la flexión de vigas protendidas con cables externos, utilizando el modelo computacional de Campos (1993). El análisis se utiliza para enfatizar las principales implicaciones del uso de cables externos de diferentes módulos de elasticidad. Se establece también, una relación entre la capacidad de rotación de la sección y posición relativa de la línea neutra, con el objetivo de facilitar la determinación de la variación de fuerza en cables no adherentes cuando se emplea el modelo rígido-plástico simplificado. Se erificó una buena concordancia entre resultados analíticos y experimentales.
Brahmachari, Koushik. "Connection and flexural behaviour of steel RHS filled with high strength concrete /". View thesis, 1997. http://library.uws.edu.au/adt-NUWS/public/adt-NUWS20030708.160244/index.html.
Pełny tekst źródła"Thesis presented for the Degree of Doctor of Philosophy, School of Construction and Building Sciences, Faculty of Science, Technology and Agriculture, University of Western Sydney, Hawkesbury, December 1997.
Tabassum, Javeria, i javeriaajaz@yahoo co in. "Analysis of current methods of flexural design for high strength concrete beams". RMIT University. Civil, Environmental & Chemical Engineering, 2008. http://adt.lib.rmit.edu.au/adt/public/adt-VIT20080725.143153.
Pełny tekst źródłaKsiążki na temat "Flexural analysis"
Hayden, Griffin O., Johnson Eric R i United States. National Aeronautics and Space Administration., red. Static and dynamic large deflection flexural response of graphite-epoxy beams. Blacksburg, Va: Virginia Tech Center for Composite Materials and Structures, Virginia Polytechnic Institute and State University, 1987.
Znajdź pełny tekst źródłaHayden, Griffin O., Johnson Eric R i United States. National Aeronautics and Space Administration. Scientific and Technical Information Division., red. Static and dynamic large deflection flexural response of graphite-epoxy beams. [Washington, DC]: National Aeronautics and Space Administration, Scientific and Technical Information Division, 1988.
Znajdź pełny tekst źródłaWang, C. M. Shooting-optimization technique for large deflection analysis of structural members. St. Lucia: University of Queensland, Dept. of Civil Engineering, 1990.
Znajdź pełny tekst źródłaWang, C. M. Shooting-optimization technique for large deflection analysis of structural members. St Lucia, Q., Australia: Department of Civil Engineering, The University of Queensland, 1990.
Znajdź pełny tekst źródłaH, Aliabadi M., red. Plate bending analysis with boundary elements. Southampton, UK: Computational Mechanics Publications, 1998.
Znajdź pełny tekst źródłaLucas, Jeremy L. Final report: Structural load testing and flexure analysis of the Route 701 Bridge in Louisa County, Virginia. Charlottesville, Va: Virginia Transportation Research Council, 2004.
Znajdź pełny tekst źródłaA mathematical analysis of bending of plates with transverse shear deformation. Harlow, Essex, England: Longman Scientific & Technical, 1990.
Znajdź pełny tekst źródłaCenter, Ames Research, red. Design of a flexure mount for optics in dynamic and cryogenic environments. Moffett Field, Calif: National Aeronautics and Space Administration, Ames Research Center, 1989.
Znajdź pełny tekst źródłaCenter, Ames Research, red. Design of a flexure mount for optics in dynamic and cryogenic environments. Moffett Field, Calif: National Aeronautics and Space Administration, Ames Research Center, 1989.
Znajdź pełny tekst źródłaS, Raju I., O'Brien T. Kevin i Langley Research Center, red. Strain-energy-release rate analysis of the end-notched flexure specimen using the finite-element method. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1987.
Znajdź pełny tekst źródłaCzęści książek na temat "Flexural analysis"
Gayed, Ramez, i Amin Ghali. "Effects of axial forces on flexural stiffness". W Structural Analysis Fundamentals, 283–306. Boca Raton: CRC Press, 2021. http://dx.doi.org/10.1201/9780429286858-10.
Pełny tekst źródłaWang, Q., i S. T. Quek. "Flexural Analysis of Piezoelectric Coupled Structures". W IUTAM Symposium on Smart Structures and Structronic Systems, 161–68. Dordrecht: Springer Netherlands, 2001. http://dx.doi.org/10.1007/978-94-010-0724-5_21.
Pełny tekst źródłaDolan, Charles W., i H. R. Hamilton. "Flexural Basics of Analysis and Design". W Prestressed Concrete, 109–37. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-97882-6_5.
Pełny tekst źródłaSalleh, Zulzamri, M. Islam, J. Epaarachchi, M. Zulkarnain i Yaseen Adenan Ahmed. "Flexural Analysis for Syntactic Foam Sandwich Panels". W Lecture Notes in Mechanical Engineering, 41–47. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-0002-2_5.
Pełny tekst źródłaMeyer, C., F. C. Filippou i P. Gergely. "Flexural Members and Beam-Column Joints". W Modelling and Analysis of Reinforced Concrete Structures for Dynamic Loading, 65–109. Vienna: Springer Vienna, 1998. http://dx.doi.org/10.1007/978-3-7091-2524-3_2.
Pełny tekst źródłaErcan, Emre, Bengi Arısoy, Ali Demir i Anıl Özdemir. "Analysis of Strengthened Composite Beams Under Flexural Stress". W Lecture Notes in Civil Engineering, 506–18. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-64349-6_40.
Pełny tekst źródłaNadella, Krishna, i Vipin Kumar. "Tensile and Flexural Properties of Solid-State Microcellular Abs Panels". W Experimental Analysis of Nano and Engineering Materials and Structures, 765–66. Dordrecht: Springer Netherlands, 2007. http://dx.doi.org/10.1007/978-1-4020-6239-1_380.
Pełny tekst źródłaMamo, Yesheneh Jejaw, i Ramesh Babu Subramanian. "Analysis of Flexural Strength of Jute/Sisal Hybrid Polyester Composite". W Lecture Notes of the Institute for Computer Sciences, Social Informatics and Telecommunications Engineering, 599–609. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-15357-1_48.
Pełny tekst źródłaPatil, Sammed, i Y. T. LomtePatil. "Flexural Fatigue Analysis of Cross Ply and Angle Ply Laminates". W Recent Trends in Construction Technology and Management, 1171–81. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-2145-2_86.
Pełny tekst źródłaNareshnayak, N., i B. N. Rao. "Numerical Analysis of One-Way Flexural Strength of Voided Slab". W Structural Integrity, 250–56. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-04793-0_19.
Pełny tekst źródłaStreszczenia konferencji na temat "Flexural analysis"
Yu, Jingjun, Guanghua Zong, Zhiwei Yu i Shusheng Bi. "A New Family of Large-Displacement Flexural Pivots". W ASME 2007 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2007. http://dx.doi.org/10.1115/detc2007-34977.
Pełny tekst źródłaDey, Arindam, i Prabir K. Basudhar. "Flexural Response of Beams on Reinforced Foundation Beds". W 17th Analysis and Computation Specialty Conferenc at Structures 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40878(202)28.
Pełny tekst źródłaCoutinho, Le”nidas Ferreira, i Alberto Tamagna. "Flexural Vibration Analysis of Constant Velocity Halfshafts". W International Congress & Exposition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1996. http://dx.doi.org/10.4271/960725.
Pełny tekst źródłaTiwari, Parul. "Flexural strength analysis of boron nitride nanotubes". W NATIONAL CONFERENCE ON ADVANCED MATERIALS AND NANOTECHNOLOGY - 2018: AMN-2018. Author(s), 2018. http://dx.doi.org/10.1063/1.5052129.
Pełny tekst źródłaKlein, Claude A. "Flexural strength of fused silica: Weibull statistical analysis". W SPIE Defense, Security, and Sensing, redaktor Randal W. Tustison. SPIE, 2009. http://dx.doi.org/10.1117/12.817714.
Pełny tekst źródłaBacinskas, Darius, Deividas Rumšys i Gintaris Kaklauskas. "Numerical deformation analysis of flexural reinforced lightweight aggregate concrete members". W INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS ICNAAM 2020. AIP Publishing, 2022. http://dx.doi.org/10.1063/5.0081535.
Pełny tekst źródła"Flexural Reinforcement Essential for Punching Shear Resistance of Slabs". W "SP-287: Recent Development in Reinforced Concrete Slab Analysis, Design, and Serviceability". American Concrete Institute, 2012. http://dx.doi.org/10.14359/51683860.
Pełny tekst źródłaYucel, Adil, Alaeddin Arpaci i Ekrem Tufekci. "Coupled Axial-Flexural-Torsional Vibration of Internally Damped Timoshenko Frames". W ASME 2010 10th Biennial Conference on Engineering Systems Design and Analysis. ASMEDC, 2010. http://dx.doi.org/10.1115/esda2010-24861.
Pełny tekst źródłaMarano, C., M. Petracca, G. Camata i E. Spacone. "Equivalent Frame Method Combining Flexural and Shear Responses of Masonry Buildings". W 12th International Conference on Structural Analysis of Historical Constructions. CIMNE, 2021. http://dx.doi.org/10.23967/sahc.2021.090.
Pełny tekst źródłaSarfaraz, Ehsan, Jeremiah O. Afolabi i Hamid R. Hamidzadeh. "Coupled Flexural and Torsional Vibration Analysis of Composite Beams". W ASME 2019 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/imece2019-11301.
Pełny tekst źródłaRaporty organizacyjne na temat "Flexural analysis"
Dubbelday, Pieter S. Analysis of Constrained-Layer Damping of Flexural and Extensional Waves in Infinite, Fluid-Loaded Plates. Fort Belvoir, VA: Defense Technical Information Center, marzec 1992. http://dx.doi.org/10.21236/ada247936.
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 źródłaROTATIONAL RESISTANCE TEST OF A NEW ALUMINUM ALLOY PENETRATING (AAP) JOINT SYSTEM. The Hong Kong Institute of Steel Construction, czerwiec 2023. http://dx.doi.org/10.18057/ijasc.2023.19.2.4.
Pełny tekst źródłaQUANTITATIVE EVALUATION OF EFFECT OF VARIOUS SPAN-TO-DEPTH RATIOS ON THE COLLAPSE PERFORMANCE OF PLANAR STEEL FRAMES. The Hong Kong Institute of Steel Construction, grudzień 2022. http://dx.doi.org/10.18057/ijasc.2022.18.4.5.
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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