Добірка наукової літератури з теми "Axial bending"
Оформте джерело за APA, MLA, Chicago, Harvard та іншими стилями
Ознайомтеся зі списками актуальних статей, книг, дисертацій, тез та інших наукових джерел на тему "Axial bending".
Біля кожної праці в переліку літератури доступна кнопка «Додати до бібліографії». Скористайтеся нею – і ми автоматично оформимо бібліографічне посилання на обрану працю в потрібному вам стилі цитування: APA, MLA, «Гарвард», «Чикаго», «Ванкувер» тощо.
Також ви можете завантажити повний текст наукової публікації у форматі «.pdf» та прочитати онлайн анотацію до роботи, якщо відповідні параметри наявні в метаданих.
Статті в журналах з теми "Axial bending"
Šnirc, L’uboš, Alžbeta Grmanová, and Ján Ravinger. "Axial force and bending stiffness." MATEC Web of Conferences 107 (2017): 00053. http://dx.doi.org/10.1051/matecconf/201710700053.
Повний текст джерелаYe, Jian Feng, Chun Long Zheng, and Xue Shi Yao. "Analysis of Coupled Bending-Axial Vibration of a Rotor." Advanced Materials Research 662 (February 2013): 608–11. http://dx.doi.org/10.4028/www.scientific.net/amr.662.608.
Повний текст джерелаLiang, Feng, Zhen Li, Xiao-Dong Yang, Wei Zhang, and Tian-Zhi Yang. "Coupled Bending–Bending–Axial–Torsional Vibrations of Rotating Blades." Acta Mechanica Solida Sinica 32, no. 3 (January 31, 2019): 326–38. http://dx.doi.org/10.1007/s10338-019-00075-w.
Повний текст джерелаKim, Ji Hoon, Kil Sung Lee, and In Young Yang. "Axial Compression and Bending Characteristics of CFRP Hat Shaped Member According to Orientation Angle." Materials Science Forum 544-545 (May 2007): 203–6. http://dx.doi.org/10.4028/www.scientific.net/msf.544-545.203.
Повний текст джерелаJiang, Zhi Cai, and Wei Lian Qu. "Buckling Analysis of the Tube Compression-Bending Member in Elastic-Plastic State with ANSYS." Advanced Materials Research 327 (September 2011): 143–48. http://dx.doi.org/10.4028/www.scientific.net/amr.327.143.
Повний текст джерелаZhang, Zeng Feng, and Jing Pei Li. "Analysis of Piles Subject to Axial Load and Lateral Soil Movement." Advanced Materials Research 383-390 (November 2011): 1708–13. http://dx.doi.org/10.4028/www.scientific.net/amr.383-390.1708.
Повний текст джерелаMesquita, Luciane R., Sheila C. Rahal, Camilo Mesquita Neto, Washington T. Kano, Antônio C. Beato, Luís G. Faria, and Maíra S. Castilho. "Development and mechanical properties of a locking T-plate." Pesquisa Veterinária Brasileira 37, no. 5 (May 2017): 495–501. http://dx.doi.org/10.1590/s0100-736x2017000500012.
Повний текст джерелаXu, Jiang Wen, Hao Zhang, Yi Hua Dou, and Xiao Zeng Wang. "An Analysis of the Collapse Strength of Down-Hole Tubings Loaded by Axial Compressive Forces and Bending Moment." Applied Mechanics and Materials 268-270 (December 2012): 733–36. http://dx.doi.org/10.4028/www.scientific.net/amm.268-270.733.
Повний текст джерелаBurguete, R. L., and E. A. Patterson. "The Effect of Bending on the Normalized Stress at Roots of Threaded Connectors." Journal of Offshore Mechanics and Arctic Engineering 116, no. 3 (August 1, 1994): 163–66. http://dx.doi.org/10.1115/1.2920145.
Повний текст джерелаHsu, Chien-Jen, Yi-Wen Chang, Wen-Ying Chou, Chou-Ping Chiou, Wei-Ning Chang, and Chi-Yin Wong. "Measurement of spinal range of motion in healthy individuals using an electromagnetic tracking device." Journal of Neurosurgery: Spine 8, no. 2 (February 2008): 135–42. http://dx.doi.org/10.3171/spi/2008/8/2/135.
Повний текст джерелаДисертації з теми "Axial bending"
Agarwal, Rohit. "Tube bending with axial pull and internal pressure." Thesis, Texas A&M University, 2004. http://hdl.handle.net/1969.1/442.
Повний текст джерелаRahman, Muhammad Motiur. "Geopolymer concrete columns subjected to axial load and biaxial bending." Thesis, Curtin University, 2013. http://hdl.handle.net/20.500.11937/1410.
Повний текст джерелаChenaghlou, Mohammad Reza. "Semi-rigidity of connections in space structures." Thesis, University of Surrey, 1997. http://epubs.surrey.ac.uk/800044/.
Повний текст джерелаNanou, Katerina. "Design of open cold rolled sections under axial force and bending moment." Thesis, Imperial College London, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.324988.
Повний текст джерелаCastori, Giulia. "Interaction between axial force, shear and bending moment in reinforced concrete elements." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2015. http://amslaurea.unibo.it/8519/.
Повний текст джерелаLIMA, LUCIANO RODRIGUES ORNELAS DE. "BEHAVIOUR OF STRUCTURAL STEEL ENDPLATE JOINTS SUBJECTED TO BENDING MOMENT AND AXIAL FORCE." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2003. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=4165@1.
Повний текст джерелаTradicionalmente, o projeto de pórticos em estruturas de aço assume que as ligações viga-coluna são rígidas ou flexíveis. As ligações rígidas, onde não ocorre nenhuma rotação entre os membros conectados, transferem não só momento fletor, mas também força cortante e força normal. Por outro lado, as ligações flexíveis são caracterizadas pela liberdade de rotação entre os membros conectados impedindo a transmissão de momento fletor. Desconsiderando- se estes fatos, sabe-se que a grande maioria das ligações não possuem este comportamento idealizado. De fato, a maioria das ligações transfere algum momento fletor com um nível de rotação associado. Estas ligações são chamadas semi-rígidas e seu dimensionamento deve ser executado de acordo com este comportamento estrutural real. Porém, algumas ligações viga-coluna estão sujeitas a uma combinação de momento fletor e esforço axial. O nível de esforço axial pode ser significativo, principalmente em ligações de pórticos metálicos com vigas inclinadas, em pórticos não-contraventados ou em pórticos com pavimentos incompletos. As normas atuais de dimensionamento de ligações estruturais em aço não consideram a presença de esforço axial (tração e/ou compressão) nas ligações. Uma limitação empírica de 5 por cento da resistência plástica da viga é a única condição imposta no Eurocode 3. O objetivo deste trabalho é descrever alguns resultados experimentais e numéricos para estender a filosofia do método das componentes para ligações com ações combinadas de momento fletor e esforço axial. Para se cumprir este objetivo, quinze ensaios foram realizados e um modelo mecânico é apresentado para ser usado na avaliação das propriedades da ligação: resistência à flexão, rigidez inicial e capacidade de rotação.
Traditionally, the steel portal frame design assumes that beam-to-column joints are rigid or pinned. Rigid joints, where no relative rotations occur between the connected members, transfer not only substantial bending moments, but also shear and axial forces. On the other extreme, pinned joints, are characterised by almost free rotation movement between the connected elements that prevents the transmission of bending moments. Despite these facts, it is largely recognised that the great majority of joints does not exhibit such idealised behaviour. In fact, many joints transfer some bending moments associated with rotations. These joints are called semi-rigid, and their design should be performed according to their real structural behaviour. However, some steel beam-to-column joints are often subjected to a combination of bending and axial forces. The level of axial forces in the joint may be significant, typical of pitched-roof portal frames, sway frames or frames with incomplete floors. Current standard for steel joints do not take into account the presence of axial forces (tension and/or compression) in the joints. A single empirical limitation of 5 percent of the beam s plastic axial capacity is the only enforced provision in Annex J of Eurocode 3. The objective of the present work is to describe some experimental and numerical results to extend the philosophy of the component method to deal with the combined action of bending and axial forces. To fulfil this objective a set of sixteen specimens were performed and a mechanical model was developed to be used in the evaluation of the joint properties: bending moment resistance, initial stiffness and rotation capacity.
Scott-Emuakpor, Onome Ejaro. "Development of a novel energy-based method for multi-axial fatigue strength assessment." Columbus, Ohio : Ohio State University, 2007. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=osu1196280356.
Повний текст джерелаDoruk, Koray. "Fiber Reinforced Polymer Confined Rc Circular Columns Subjected To Axial Load And Bending Moment." Master's thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607474/index.pdf.
Повний текст джерелаPing, Hsin-Chih. "Coupled axial and bending vibrations of a uniform beam-column with an oblique crack /." Thesis, Connect to this title online; UW restricted, 1997. http://hdl.handle.net/1773/7076.
Повний текст джерелаJadid, Mansour Nasser. "The application of neural network techniques to the analysis of reinforced concrete beam-column joints subjected to axial load and bi-axial bending." Thesis, University of Edinburgh, 1994. http://hdl.handle.net/1842/14160.
Повний текст джерелаКниги з теми "Axial bending"
Barros, Helena, Joaquim Figueiras, Carla Ferreira, and Mário Pimentel. Design of Reinforced Concrete Sections Under Bending and Axial Forces. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-80139-7.
Повний текст джерелаVerderaime, V. Plate and butt-weld stresses beyond elastic limit, material and structural modeling. Marshall Space Flight Center, Ala: George C. Marshall Space Flight Center, 1991.
Знайти повний текст джерелаCheng, Ray Chun Hing. Lateral bending and coupled axial rotation in calf spines: role of the articulating facets. 1985.
Знайти повний текст джерелаFerreira, Carla, Helena Barros, Joaquim Figueiras, and Mário Pimentel. Design of Reinforced Concrete Sections under Bending and Axial Forces: Tables and Charts According to EUROCODE 2. Springer International Publishing AG, 2021.
Знайти повний текст джерелаInteraction Diagrams Between Axial Load N and Bending Moment M for Columns Submitted to Buckling: Improvement of Methods Proposed in Standards and Codes. European Communities / Union (EUR-OP/OOPEC/OPOCE), 1993.
Знайти повний текст джерелаPractical Design Tools for Composite Steel-concrete Construction Elements Submitted to ISO-fire Considering the Interaction Between Axial Load N and Bending Moment M: Refao-II, Parts I-II-III. European Communities / Union (EUR-OP/OOPEC/OPOCE), 1991.
Знайти повний текст джерелаGeorge C. Marshall Space Flight Center., ed. Plate and butt-weld stresses beyond elastic limit, material and structural modeling. Washington, D.C: National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Division, 1991.
Знайти повний текст джерелаGeorge C. Marshall Space Flight Center., ed. Plate and butt-weld stresses beyond elastic limit, material and structural modeling. Washington, D.C: National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Division, 1991.
Знайти повний текст джерелаGeorge C. Marshall Space Flight Center., ed. Plate and butt-weld stresses beyond elastic limit, material and structural modeling. Washington, D.C: National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Division, 1991.
Знайти повний текст джерелаЧастини книг з теми "Axial bending"
Seward, Derek. "Combined axial and bending stresses." In Understanding Structures, 211–30. London: Macmillan Education UK, 1998. http://dx.doi.org/10.1007/978-1-349-14809-7_9.
Повний текст джерелаSeward, Derek. "Combined axial and bending stresses." In Understanding Structures, 191–207. London: Macmillan Education UK, 1994. http://dx.doi.org/10.1007/978-1-349-12083-3_9.
Повний текст джерелаJi, Tianjian. "Converting More Bending Moments Into Axial Forces." In Structural Design Against Deflection, 154–84. Boca Raton, FL : CRC Press/Taylor & Francis Group, [2020]: CRC Press, 2020. http://dx.doi.org/10.1201/9780429465314-6.
Повний текст джерелаSegerlind and Larry J. "Chapter 10 Designing for Combined Loads: Axial and Bending." In Designing Structural Components for Machines, 299–333. St. Joseph, MI: American Society of Agricultural and Biological Engineers, 2010. http://dx.doi.org/10.13031/2013.29518.
Повний текст джерелаIslam, M. Rashad, Md Abdullah Al Faruque, Bahar Zoghi, and Sylvester A. Kalevela. "Axial Force, Shear Force and Bending Moment in Beams." In Engineering Statics, 171–93. First edition. | Boca Raton: CRC Press, 2021.: CRC Press, 2020. http://dx.doi.org/10.1201/9781003098157-7.
Повний текст джерелаByskov, Esben. "Bending and Axial Deformation of Linear Elastic Beam Cross-Sections." In Solid Mechanics and Its Applications, 199–216. Dordrecht: Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-94-007-5766-0_11.
Повний текст джерелаBallo, Federico Maria, Massimiliano Gobbi, Giampiero Mastinu, and Giorgio Previati. "Stochastic Optimisation Applied to Multi-axial Bending of Lightweight Beams." In Optimal Lightweight Construction Principles, 167–87. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-60835-4_9.
Повний текст джерелаAngotti, Franco, Matteo Guiglia, Piero Marro, and Maurizio Orlando. "Ultimate Limit State for Bending with or Without Axial Force." In Reinforced Concrete with Worked Examples, 363–424. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-92839-1_7.
Повний текст джерелаBarros, Helena, Joaquim Figueiras, Carla Ferreira, and Mário Pimentel. "Calculation Methods and Assumptions." In Design of Reinforced Concrete Sections Under Bending and Axial Forces, 5–10. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-80139-7_2.
Повний текст джерелаBarros, Helena, Joaquim Figueiras, Carla Ferreira, and Mário Pimentel. "Diagrams for Verification of Service Limite States." In Design of Reinforced Concrete Sections Under Bending and Axial Forces, 147–75. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-80139-7_7.
Повний текст джерелаТези доповідей конференцій з теми "Axial bending"
Hanafin, Stuart, Sambit Datta, and Bernard Rolfe. "Tree facades: Generative modelling with an axial branch rewriting system." In CAADRIA 2011: Circuit Bending, Breaking and Mending. CAADRIA, 2011. http://dx.doi.org/10.52842/conf.caadria.2011.175.
Повний текст джерелаHanafin, Stuart, Sambit Datta, and Bernard Rolfe. "Tree facades: Generative modelling with an axial branch rewriting system." In CAADRIA 2011: Circuit Bending, Breaking and Mending. CAADRIA, 2011. http://dx.doi.org/10.52842/conf.caadria.2011.175.
Повний текст джерелаMeadows, D. J., A. D. Seeds, I. J. McGregor, and M. Kenyon. "Aluminium Crash Members in Axial and Bending Collapse." In Passenger Car Conference & Exposition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1992. http://dx.doi.org/10.4271/922113.
Повний текст джерелаGayathri, V., N. E. Shanmugam, and Y. S. Choo. "BEHAVIOUR OF BEAM-COLUMNS UNDER AXIAL LOAD AND CYCLIC BENDING." In Proceedings of the Second International Conference. WORLD SCIENTIFIC, 2002. http://dx.doi.org/10.1142/9789812776228_0097.
Повний текст джерелаChen, Hui, and Aihua Jiang. "Experimental study on axial bending force of elevator wire rope." In International Conference on Mechanical Engineering, Measurement Control, and Instrumentation, edited by Guixiong Liu and Siting Chen. SPIE, 2021. http://dx.doi.org/10.1117/12.2611401.
Повний текст джерелаJin, Shan, Shuai Yuan, and Yong Bai. "Collapse of Tubes Under Combined Bending and Axial Compression Loads." In ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/omae2018-77458.
Повний текст джерелаOkude, Yusuke, Shuji Sakaki, Shoichiro Yoshihara, Francisco Chinesta, Yvan Chastel, and Mohamed El Mansori. "Draw Bending of Dissymmetric Channel Section with Variable Axial Tension." In INTERNATIONAL CONFERENCE ON ADVANCES IN MATERIALS AND PROCESSING TECHNOLOGIES (AMPT2010). AIP, 2011. http://dx.doi.org/10.1063/1.3552467.
Повний текст джерелаBochek, Daria, Misha Sumetsky, Ilya Vatnik, Nikita Toropov, and Zhiyong Han. "Surface nanoscale axial photonics structures introduced by bending of optical fibers." In Micro-Structured and Specialty Optical Fibres, edited by Christian-Alexander Bunge, Kyriacos Kalli, and Alexis Mendez. SPIE, 2018. http://dx.doi.org/10.1117/12.2306949.
Повний текст джерелаMcElhaney, James H., Brian J. Doherty, Jacqueline G. Paver, Barry S. Myers, and Linda Gray. "Combined Bending and Axial Loading Responses of the Human Cervical Spine." In 32nd Stapp Car Crash Conference. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1988. http://dx.doi.org/10.4271/881709.
Повний текст джерелаTaylor, Neil, Graeme Clubb, and Ian Matheson. "The Effect of Bending and Axial Compression on Pipeline Burst Capacity." In SPE Offshore Europe Conference and Exhibition. Society of Petroleum Engineers, 2015. http://dx.doi.org/10.2118/175464-ms.
Повний текст джерелаЗвіти організацій з теми "Axial bending"
Guo, Yan-Lin, Meng-Zheng Wang, Jing-Shen Zhu, and Xiao Yang. LOAD-BEARING CAPACITY OF CONCRETE-INFILLED DOUBLE STEEL CORRUGATED-PLATE WALLS WITH T-SECTION UNDER COMBINED AXIAL COMPRESSION AND BENDING MOMENT. The Hong Kong Institute of Steel Construction, December 2018. http://dx.doi.org/10.18057/icass2018.p.076.
Повний текст джерелаINTERACTION CURVES FOR CONCRETE-FILLED L-SHAPED MULTI-CELLED STEEL TUBE SECTIONS UNDER COMBINED BIAXIAL BENDING AND AXIAL FORCE. The Hong Kong Institute of Steel Construction, January 2019. http://dx.doi.org/10.18057/ijasc.2018.14.4.11.
Повний текст джерелаA MODEL FOR PREDICTING MOMENT-CURVATURE BEHAVIOR OF SELF-STRESSING SSACFST COLUMNS UNDER LOW CYCLIC LOADING. The Hong Kong Institute of Steel Construction, December 2022. http://dx.doi.org/10.18057/ijasc.2022.18.4.1.
Повний текст джерелаBENDING MECHANICAL PROPERTIES OF STEEL–WELDED HOLLOW SPHERICAL JOINTS AT HIGH TEMPERATURES. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.146.
Повний текст джерелаSEISMIC RESILIENCE ASSESSMENT OF A SINGLE-LAYER RETICULATED DOME DURING CONSTRUCTION. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.353.
Повний текст джерела