Relevant bibliographies by topics / Axial bending

Academic literature on the topic 'Axial bending'

Author: Grafiati
Published: 10 December 2022
Last updated: 28 January 2023

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Journal articles on the topic "Axial bending"

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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.

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Ye, 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.

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Aiming at a rotor model, the coupled bending-axial vibration is being analyzed.Calculation results show that the prestress relative to rotational centrifugal load may influence bending vibration frequencies of a rotor.The bending vibration frequencies will increase when the prestress increases.The axial vibration frequency has not an influence because the direction of the spinning prestress is perpendicular to axis.When a rotor is applies axial force, a compressional force will tend to increase the axial vibration frequencies while a tensile force will decrease the axial vibration frequencies.The effects of the prestress(centrifugal load )of the spinning rotor and the axial prestress can be accounted by an adjustment of the stiffness matrix for analysis.By use of the stiffness matrix,the changed axial and bending vibration frequencies can be explained.The coupled bending-axial vibration may take place when the bending vibration frequencies have increased in the state of the changed prestress.In the end, the coupled bending-axial vibration frequency can be calculated.On the basis of prestress, the coupled lateral-torsional vibration and the coupled torsional-axial vibration frequency can be analysed,similarly.
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Liang, 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.

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Kim, 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.

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The strength members, such as front-end side members, are subjected to axial compressive and bending load during collision. Therefore, it is important to consider energy absorption by the axial compression and the bending for design of effective strength members. And at the same time, it also should consider reducing weight of the members. In this study, CFRP (Carbon Fiber Reinforced Plastics) side members with single-hat-section shape were manufactured. The axial compression and the bending tests were performed for the members using universal testing machine, and the axial compression and the bending characteristics were analyzed. Stacking condition related to the energy absorption of composite materials is being considered as an issue for the structural efficiency. So the energy absorption of the member under the axial compressive load and the bending load were experimentally investigated.
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Jiang, 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.

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Stability is an important issue in steel structure design.When the steel member is subjected to elastic-plastic instability, the axial compression stiffness reduces with the increasing axial pressure and bending moment at end. Therefore, the authors analyze the process of steel member that is instable in elastic-plastic state in this paper by studying the degradation laws of axial compression stiffness. The eigenvalue buckling and nonlinear buckling analyses of axially compressed member and compression-bending member are carried out by using commercial package ANSYS in this study. The relationship curve between the axial force at end and the axial compression stiffness and the relationship surface among the axial pressure at end, bending moment at end and the axial compression stiffness are determined respectively. The made observations indicate that it is feasible to analyze the process of the steel member that is instable in elastic-plastic state by investigating the degradation properties of axial compression stiffness, which becomes lower with axial pressure at end and bending moment at end.
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Zhang, 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.

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A three-dimensional nonlinear elastic-plastic finite element method had been developed to study the bending behavior of piles subjected to axial load and lateral soil displacement. The influence of the lateral soil displacement, axial load level and the cap of piles were studied and variety law of the bending behavior was presented. The study showed that the bending moment increased with the lateral soil displacement. The displacement at the soil surface and the maximum bending moment of pile also increase with the axial load. The cap of piles has a great influence on bending moment and displacement of pile group.
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Mesquita, 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.

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ABSTRACT: This study aimed to develop a locking T-plate and to evaluate its mechanical properties in synthetic models. A titanium 2.7mm T-plate was designed with a shaft containing three locked screw holes and one dynamic compression hole, and a head with two locked screw holes. Forty T-shaped polyurethane blocks, and 20 T-plates were used for mechanical testing. Six bone-plate constructs were tested to failure, three in axial compression and three in cantilever bending. Fourteen bone-plate constructs were tested for failure in fatigue, seven in axial compression and seven in cantilever bending. In static testing higher values of axial compression test than cantilever bending test were observed for all variables. In axial compression fatigue testing all bone-plate constructs withstood 1,000,000 cycles. Four bone-plate constructs failure occurred before 1,000,000 cycles in cantilever bending fatigue testing. In conclusion, the locking T-plate tested has mechanical properties that offer greatest resistance to fracture under axial loading than bending forces.
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Xu, 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.

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Due to collapses of tubings during well testing and completing in HPHT wells, it is required by Petrochina officially to calculate and analysis the collapse strength of down hole tubings with axial forces and corresponding bending moment being taken into considerations. Based on the 4th strength theorem, formulas were derived and method was present to analyze the collapse strength of down hole tubings loaded by compressive axial forces and bending moment to fulfill the official requirements, which could not be accomplished according to published standards and references. And, influences of axial tensile forces, compressive forces and bending loads on the collapse strengths of down hole tubings were studied. It is found that the collapse strength of down hole tubing loaded by compressive axial force is smaller with compressive axial force and buckling bending moment taking into considerations. The bigger the compressive axial forces, the smaller the collapse strengths.
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Burguete, 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.

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Three-dimensional photoelasticity was used to analyze the effect of bending on the normalized stress at the roots of threaded connectors. Loading was effected by steel cages and a combination of eccentric weights (to provide the bending load) and concentric weights (to provide the axial load). The ratio of the bending stress to the axial stress was determined and various levels of this stress ratio, Rσ, were tested. The connections were analyzed by taking thin slices in the plane of bending and perpendicular to it. The position of the maximum fringe order at the roots was determined using Mesnager’s theorem and the maximum fringe order found by Tardy compensation. The fringe orders were normalized using the nominal axial stress and the total nominal stress (bending plus axial stress), which were calculated from the loads applied. The results, when normalized using the nominal axial stress and compared to those in connections without bending, exhibit a lower and broader peak of normalized stress values plotted against the helix length. The normalized stress values are also periodic in relation to the bending plane due to the variation in stress around the longitudinal axis of the bolt. It was found that bending in connectors will affect the normalized stress and that it is possible to determine this effect in a similar way to the method used for axially loaded connections.
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Hsu, 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.

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Object The authors measured the range of motion (ROM) of the spine in healthy individuals by using an electromagnetic tracking device to evaluate the functional performance of the spine. Methods The authors used the Flock of Birds electromagnetic tracking device with 4 receiver units attached to C-7, T-12, S-1, and the midthigh region. Forward/backward bending, bilateral side bending, and axial rotation of the trunk were performed in 18 healthy individuals. Results The average ROM was calculated after 3 consecutive measurements. The thoracic spine generated the greatest angle in axial rotation and smallest angle in backward bending. The lumbar spine generated the greatest angle in forward bending and smallest angle in axial rotation. The hip joints generated the greatest angle in forward bending and smallest angle in backward bending. Additionally, 40% of forward-bending motion occurred in the lumbar spine and 40% occurred in the hip joints. Approximately 60% of backward bending occurred in the lumbar spine; 60% of axial rotation occurred in the thoracic spine; and 45% of side bending occurred in the thoracic spine. Conclusions The Flock of Birds electromagnetic tracking device cannot only measure the ROM of spine but also easily differentiate the 6-degree contributions by different segments.
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Dissertations / Theses on the topic "Axial bending"

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Agarwal, Rohit. "Tube bending with axial pull and internal pressure." Thesis, Texas A&M University, 2004. http://hdl.handle.net/1969.1/442.

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Tube bending is a widely used manufacturing process in the aerospace, automotive, and other industries. During tube bending, considerable in-plane distortion and thickness variation occurs. The thickness increases at the intrados (surface of tube in contact with the die) and it reduces at the extrados (outer surface of the tube). In some cases, when the bend die radius is small, wrinkling occurs at the intrados. In industry a mandrel is used to eliminate wrinkling and reduce distortion. However, in the case of a close bend die radius, use of a mandrel should be avoided as bending with the mandrel increases the thinning of the wall at the extrados, which is undesirable in the manufacturing operation. The present research focuses on additional loadings such as axial force and internal pressure which can be used to achieve better shape control and thickness distribution of the tube. Based on plasticity theories, an analytical model is developed to predict cross section distortion and thickness change of tubes under various loading conditions. Results from both the FEA and analytical model indicated that at the intrados the increase in thickness for bending with internal pressure and bending with combined axial pull and internal pressure was nearly the same. But in the case of bending with the combination of axial pull and internal pressure there was a significant reduction of thickness at the extrados. A parametric study was conducted for the case of bending with combined internal pressure and axial pull and it was seen that with proper selection of the pressure and axial pull wrinkling can be eliminated, thickness distribution around the tube can be optimized, and cross section distortion of the tube can be reduced. Predictions of the analytical model are in good agreement with finite element simulations and published experimental results. The model can be used to evaluate tooling and process design in tube bending.
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Rahman, Muhammad Motiur. "Geopolymer concrete columns subjected to axial load and biaxial bending." Thesis, Curtin University, 2013. http://hdl.handle.net/20.500.11937/1410.

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This thesis focuses on the behaviour of fly ash based geopolymer concrete columns under axial load and biaxial bending. Tests showed that failure load of columns increased with the increase of concrete compressive strength and longitudinal reinforcement ratio, and decreased with the increase of load eccentricity. Use of the Bresler’s reciprocal load formula with an iterative procedure for slender columns in uniaxial bending conservatively predicted the strength of the test columns.
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Chenaghlou, Mohammad Reza. "Semi-rigidity of connections in space structures." Thesis, University of Surrey, 1997. http://epubs.surrey.ac.uk/800044/.

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Nanou, 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.

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Castori, 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/.

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Il collasso di diverse colonne, caratterizzate da danneggiamenti simili, quali ampie fessure fortemente inclinate ad entrambe le estremità dell’elemento, lo schiacciamento del calcestruzzo e l’instabilità dei ferri longitudinali, ha portato ad interrogarsi riguardo gli effetti dell’interazione tra lo sforzo normale, il taglio ed il momento flettente. Lo studio è iniziato con una ricerca bibliografica che ha evidenziato una sostanziale carenza nella trattazione dell’argomento. Il problema è stato approcciato attraverso una ricerca di formule della scienza delle costruzioni, allo scopo di mettere in relazione lo sforzo assiale, il taglio ed il momento; la ricerca si è principalmente concentrata sulla teoria di Mohr. In un primo momento è stata considerata l’interazione tra solo due componenti di sollecitazione: sforzo assiale e taglio. L’analisi ha condotto alla costruzione di un dominio elastico di taglio e sforzo assiale che, confrontato con il dominio della Modified Compression Field Theory, trovata tramite ricerca bibliografica, ha permesso di concludere che i risultati sono assolutamente paragonabili. L’analisi si è poi orientata verso l’interazione tra sforzo assiale, taglio e momento flettente. Imponendo due criteri di rottura, il raggiungimento della resistenza a trazione ed a compressione del calcestruzzo, inserendo le componenti di sollecitazione tramite le formule di Navier e Jourawsky, sono state definite due formule che mettono in relazione le tre azioni e che, implementate nel software Matlab, hanno permesso la costruzione di un dominio tridimensionale. In questo caso non è stato possibile confrontare i risultati, non avendo la ricerca bibliografica mostrato niente di paragonabile. Lo studio si è poi concentrato sullo sviluppo di una procedura che tenta di analizzare il comportamento di una sezione sottoposta a sforzo normale, taglio e momento: è stato sviluppato un modello a fibre della sezione nel tentativo di condurre un calcolo non lineare, corrispondente ad una sequenza di analisi lineari. La procedura è stata applicata a casi reali di crollo, confermando l’avvenimento dei collassi.
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LIMA, 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.

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CONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO
Tradicionalmente, 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.
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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.

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Doruk, 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.

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Fiber reinforced polymers (FRPs) have gained increasing popularity in upgrades of reinforced structural elements due to high strength to weight ratio and ease of application. In this study, the effectiveness of the carbon reinforced polymer wrapping (CFRP) on ductility and strength of circular reinforced concrete columns, made of low strength concrete, is presented. Four circular reinforced columns with similar dimensions, longitudinal and confining steel reinforcement were tested under combined axial load and bending moment. Three specimens were strengthened with CFRP and the results were compared with the control specimen. The main parameter of the experimental study was selected as the level of eccentricity. First of all, the strain profiles of FRPs in the circumferential direction were observed and the confining stress distributions were examined. Then, an axial stress-strain model for FRP confined concrete with a transition from softening to hardening response for different confinement ratios is proposed. The proposed model was verified by comparing the model estimations with the test results obtained from this study and results reported by other researches. In addition, a parametric study was presented to obtain a simple equation to estimate curvature ductility of FRP confined circular columns.
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Ping, 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.

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Jadid, 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.

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The application of neural networks in the form of parameter predictions to the behaviour and strength of beam-column joints under axial load and biaxial bending has been studied. Computation algorithms in the form of numerical analysis were performed on the beam-column joints to simulate the existing experimental data. A systematic approach was provided by implementing neural networks in the form of prediction by backpropagation algorithms. The objective of this study was to demonstrate a concept and methodology, rather than to build a full-scale knowledge-based system model, by incorporating most of the fundamental aspects of a neural network to solve the complex non-linear mapping of a beam-column joint. In general, it should be possible to identify certain parameters and allow the neural network to develop the model, thus accounting for the observed behaviour without relying on a particular algorithm but depending entirely on the manipulation of numerical data. The aim of this study was to view available experimental data on beam-column joint parameters from different angles and establish a concept and methodology that would provide rapid and economic benefits to experimental research. The focus of this study is to reconstruct previous experimental work by evaluating several parameters and establish valid mathematical relationships based on neural networks which are in agreement with relationships based on the experimental results. The computational methodology considered for the analysis of the beam-column joints has been formulated by adopting three stages to establish a procedure to implement the concept and methodology proposed. The procedure is demonstrated by the evaluation of the ultimate flexural strength of the reinforced concrete members, the moment-curvature relationship and the shear strength of the beam-column joint.
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Books on the topic "Axial bending"

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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.

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Verderaime, 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.

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Cheng, Ray Chun Hing. Lateral bending and coupled axial rotation in calf spines: role of the articulating facets. 1985.

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Ferreira, 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.

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Interaction 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.

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Practical 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.

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George 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.

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George 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.

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George 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.

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Book chapters on the topic "Axial bending"

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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.

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Seward, 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.

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Ji, 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.

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Segerlind 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.

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Islam, 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.

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Byskov, 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.

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Ballo, 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.

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Angotti, 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.

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Barros, 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.

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Barros, 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.

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Conference papers on the topic "Axial bending"

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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.

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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.

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Meadows, 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.

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Gayathri, 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.

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Chen, 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.

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Jin, 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.

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In practical application, pipelines will inevitably experience bending and compression during manufacture, transportation and offshore installation. The mechanical behavior of tubes under combined axial compression and bending loads is investigated using experiments and finite element method in this paper. Tubes with D/t ratios in the range of 40 and 97 are adopted in the experiments. Then, the ultimate loads and the local buckling modes of tubes are studied. The commercial software ABAQUS is used to build FE models to simulate the load-shortening responses of tubes under combined loads. The results acquired from the ABAQUS simulation are compared with the ones from verification bending experiment, which are in good agreement with each other. The models in this paper are feasible to analyze the mechanical properties of tubes under combined axial compression and bending loads. The related results may be of interest to the manufacture engineers.
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Okude, 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.

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Bochek, 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.

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McElhaney, 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.

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Taylor, 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.

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Reports on the topic "Axial bending"

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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.

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INTERACTION 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.

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A 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.

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This paper reports the experimental investigation and theoretical model of self-stressing steel slag aggregate concrete-filled steel tubular (SSACFST) columns under low cyclic loading. Fourteen specimens including ten self-stressing SSACFST columns and four ordinary SSACFST columns (reference columns) are tested, and the effects of four experimental variables, such as axial compression ratio (n), diameter-thickness ratio (D/ts), shear-span ratio ( ), and expansion rate (Pct ) of steel slag aggregate concrete (SSAC) on failure mode, moment-curvature hysteretic curves and skeleton curves are examined. Experimental results demonstrate that the failure mode of columns with high shear-span ratio is bending failure while the bending-shear failure dominates the damage of columns with low shear-span ratio. With the enhancement of axial compression ratio or expansion rate of SSAC, the peak moment of specimens increases. The increase of shear-span ratio or diameter-thickness ratio decreases the peak moment of specimens. The peak curvature of specimens decreases as axial compression ratio increases, while it increases as shear-span ratio increases. The impacts of diameter-thickness ratio and expansion rate of SSAC on peak curvature of specimens are marginal. A simplified calculation method of moment-curvature skeleton curves is suggested and the hysteresis rules of self-stressing SSACFST columns are also proposed by analyzing the features of hysteretic curves. Ultimately, a model for evaluating moment-curvature behavior of self-stressing SSACFST columns under low cyclic loading is established and validated the experimental results with good agreement.
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BENDING 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.

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Spatial grid structure is a commonly used long–span structural form due to its various advantages, such as light weight, high strength, low construction cost, and simple construction. Steel–welded hollow spherical joints are widely applied in traditional spatial grid structures. Circular steel tube– and H–shaped steel–welded hollow spherical joints have been applied in practical engineering projects because of aesthetic appearance and structural stress requirements of modern spatial grid structures. Existing studies have mainly focused on the axial compression behaviors of steel–welded hollow spherical joints at high temperatures during fire disasters. However, few studies have discussed the bending mechanical properties of hollow and H–shaped steel–welded hollow spherical joints. This study conducted finite element analysis on the bending mechanical properties of circular steel tube– and H–shaped steel–welded hollow spherical joints at high temperatures. Influences of parameters including the sizes of welded hollow sphere and fashioned iron on the bending mechanical properties of welded hollow spherical joints were considered in the finite element analysis. Moreover, changes in the failure modes, flexural capacities, and flexural rigidities of circular steel tube– and H–shaped steel–welded hollow spherical joints with the increase in temperatures were analyzed. The fitting formulas of the ultimate bearing capacity and initial flexural rigidity of circular steel tube– and H–shaped steel–welded hollow spherical joints at high temperatures were proposed on the basis of parametric analysis.
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SEISMIC 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.

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The seismic bearing capacity of an incomplete single-layer reticulated dome during construction is significantly lower than that of a complete dome. To assess the seismic resilience of incomplete single-layer reticulated domes and find the most unfavorable construction stage, a new curve of recovery functionality and methodology of seismic resilience during construction were established in this study. Under the combined action of the bending moment and axial force, the damage state criterion of circular steel pipes was improved through hysteresis simulation analysis. Based on the elastoplastic time-history analysis of different construction models, the damage state levels of all structural members were employed to estimate the functionality loss after an earthquake event. The repair path and the repair time of damaged steel pipes were defined, and the structural recovery functionality was computed to assess the seismic resilience. The proposed methodology in this paper was illustrated using a 40-meter span of the Kiewitt-8 dome with six circular grids considering both the construction process and seismic hazards. The results indicate that seismic resilience is related to the incomplete structural form of the dome during construction. The repair time will be the longest, and the seismic resilience will be the lowest if the incomplete dome suffers the earthquake during the construction period when installing the fourth circular grid from outside to inside.
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