Relevant bibliographies by topics / Shear Center

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Shear Center'

Author: Grafiati
Published: 4 June 2021
Last updated: 14 February 2022

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Journal articles on the topic "Shear Center"

1

KATORI, Hiroaki. "A Note on the Shear Center." Transactions of the Japan Society of Mechanical Engineers Series A 66, no. 641 (2000): 26–30. http://dx.doi.org/10.1299/kikaia.66.26.

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Lee, Sangcheol. "Shear Control of Elastomer Shear Pads for Variable Remote Center Compliance." Advanced Robotics 23, no. 1-2 (January 2009): 227–37. http://dx.doi.org/10.1163/156855308x392753.

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Reissner, E. "A note on the shear center problem for shear-deformable plates." International Journal of Solids and Structures 32, no. 5 (March 1995): 679–82. http://dx.doi.org/10.1016/0020-7683(94)00151-l.

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TSUCHIMOT, Takuo, and Hiroaki KATORI. "Shear center for thin-walled Composite Beams." Proceedings of Conference of Tokai Branch 2004.53 (2004): 47–48. http://dx.doi.org/10.1299/jsmetokai.2004.53.47.

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KATORI, Hiroaki. "Shear Center for Thin-Walled Cross Sections." Transactions of the Japan Society of Mechanical Engineers Series A 66, no. 651 (2000): 1996–2000. http://dx.doi.org/10.1299/kikaia.66.1996.

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Anić, Filip, and Davorin Penava. "STRESS OF ANGLE SECTION SUBJECTED TO TRANSVERSAL LOADING ACTING OUT OF THE SHEAR CENTER." Elektronički časopis građevinskog fakulteta Osijek 6, no. 10 (July 2, 2015): 10–21. http://dx.doi.org/10.13167/2015.10.2.

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Reissner, E. "The Shear Center Problem for Nonlinear Material Behavior." Journal of Applied Mechanics 62, no. 3 (September 1, 1995): 822–23. http://dx.doi.org/10.1115/1.2897024.

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Katori, Hiroaki. "Determination of Shear Center of Arbitrary Cross-Section." World Journal of Mechanics 06, no. 08 (2016): 249–56. http://dx.doi.org/10.4236/wjm.2016.68020.

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Pollock, Gerry D., Adam R. Zak, Harry H. Hilton, and M. Fouad Ahmad. "Shear center for elastic thin-walled composite beams." Structural Engineering and Mechanics 3, no. 1 (January 25, 1995): 91–103. http://dx.doi.org/10.12989/sem.1995.3.1.091.

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OHTA, Tohru. "122 The Shear Center of Open Section Beams." Proceedings of the 1992 Annual Meeting of JSME/MMD 2001 (2001): 53–54. http://dx.doi.org/10.1299/jsmezairiki.2001.0_53.

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Dissertations / Theses on the topic "Shear Center"

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LaMalva, Kevin Joseph. "Failure Analysis of the World Trade Center 5 Building." Digital WPI, 2007. https://digitalcommons.wpi.edu/etd-theses/1178.

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This project involves a failure analysis of the internal structural collapse that occurred in World Trade Center 5 (WTC 5) due to fire exposure alone on September 11, 2001. It is hypothesized that the steel column-tree assembly failed during the heating phase of the fire. The results of this research have serious and far-reaching implications, for this method of construction is utilized in approximately 20,000 existing buildings and continues to be very popular. Catastrophic failure during the heating phase of a fire would endanger the lives of firefighters and building occupants undergoing extended egress times (e.g., high-rise buildings), or relying upon defend-in-place strategies (e.g., hospitals). Computer software was used to reconstruct the fire event and predict the structural performance of the assembly when exposed to the fire. Results from a finite element, thermal-stress model confirms this hypothesis, for it is concluded that the catastrophic, progressive structural collapse occurred approximately 2 hours into the fire exposure.
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Runge, Jean-Baptiste. "Maîtrise du vrillage de profils aérodynamiques par contrôle." Phd thesis, Conservatoire national des arts et metiers - CNAM, 2010. http://tel.archives-ouvertes.fr/tel-00598545.

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La déformation de torsion que subit un profil aérodynamique a une importance capitale car elle a une influence directe sur la valeur des incidences locales et donc sur la valeur locale des densités de portance et de traînée. L'amélioration des performances aérodynamiques passe donc par la connaissance et la maîtrise de ce vrillage. Cette thèse se propose d'y contribuer. Une des méthodes développées actuellement par de nombreux auteurs consiste à munir le profil d'actionneurs permettant de le déformer en torsion de manière à compenser tout ou partie, voire même contrer, la déformation " naturelle " de la structure. Cette méthode, dite de contrôle actif, est certes très efficace, mais elle présente des limitations car elle nécessite l'introduction d'une quantité d'énergie qui peut être importante. La méthode que nous proposons ici pour maîtriser le vrillage du profil consiste à modifier ses conditions d'équilibre interne. En solidarisant ou en désolidarisant des cloisons à l'intérieur du profil, il est possible de déplacer le centre de torsion des sections du profil sans modifier sa forme extérieure. Ces modifications internes induisent donc une modulation du moment de torsion et donc une modulation du vrillage. Ce processus ne demande que très peu d'énergie. A partir d'un profil simple, des simulations ont permis de montrer le potentiel théorique du système proposé. Trois démonstrateurs, de complexité croissante, ont également été réalisés pour évaluer les capacités du contrôle " réactif " de la torsion. La technique a été validée par la deuxième démonstration. Malheureusement, le troisième démonstrateur, beaucoup plus complexe, n'a pas permis, à l'heure actuelle, d'obtenir la validation finale.
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Akman, Mehmet Nazim. "Analysis Of Thin Walled Open Section Tapered Beams Using Hybrid Stress Finite Element Method." Master's thesis, METU, 2008. http://etd.lib.metu.edu.tr/upload/2/12609246/index.pdf.

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In this thesis, hybrid stress finite element is formulated for the analysis of the isotropic, thin walled, open section beams with variable cross sections. The beam element has two nodes each having seven degrees of freedom. Assumption of stress field is sufficient to determine the element stiffness matrix. Axial, flexural and torsional effects are taken into account in the analysis. The methodology can be applied both to the tapered and the uniform beams. Throughout this study, firstly element cross-sectional properties are computed using the flow analogy of the inter-connected elements which may have different thicknesses. Then another computer program calculates the displacements and stresses at the nodes along the beam. The results obtained are compared to the results taken from literature and commercial FEM program Nastran.
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Brox, Robin F. "Tinsel Strength and the Orchid Sheaf." Fogler Library, University of Maine, 2005. http://www.library.umaine.edu/theses/pdf/BroxR2005.pdf.

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Escobedo, Juan Pablo. "Measurement of shear strength and texture evolution in BCC materials subjected to high pressures." Online access for everyone, 2007. http://www.dissertations.wsu.edu/Dissertations/Fall2007/j_escobedo_120507.pdf.

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Roberts, Karl Anton. "Opponent processes in human motion perception : shear and compression sensitivity, induced motion and motion capture." Thesis, Brunel University, 1994. http://bura.brunel.ac.uk/handle/2438/5444.

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Sensitivity to differential motion components, shearing and compressive (opposed) motion, was examined. The hypothesis that the visual system contains local mechanisms specifically sensitive to these types of motion was tested. Stimuli consisted of two moving sinusoidal gratings. Sensitivity to shear and compression was compared with sensitivity for linear motion. Lower thresholds of motion and contrast sensitivities were obtained. Subjects were more sensitive to opposed than to non-opposed motion for a range of grating orientations and different grating spatial frequencies. However sensitivity for opposed motion decreased in the presence of a second added linear motion. The hypothesis of local shear and compression mechanisms was rejected in favour of antagonistic (opponent) interactions between local motion mechanisms. Motion capture was examined. Stimuli were made up of a circular test grating surrounded by another grating. Subjects were required to judge the direction of motion of the test grating. Experiments examined the effects on motion capture of: centre grating size; orientation of surround; relative contrast of centre and surround; plaids in the surround. Conditions favouring motion capture were: with the smallest centre grating; with surround and centre orientations within thirty degrees; with surround had higher contrast than the centre; and only when a plaid surround contained a component of similar orientation as the centre. For conditions of motion capture relative to those of no-capture, increased velocity thresholds for judging the centre direction were found. This was associated with a shift in the bias point between opposed directions with no change in overall sensitivity to motion. It is suggested that a cooperative network of local motion mechanisms featuring centre-surround opponency can account for all the results of this study.
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Muukua, Mervin Mbakekua. "The Use of The Sectorial Coordinate Approach to Demonstrate Unique Shear Centre Properties of Nonstandard Monosymmetric Steel Sections." Master's thesis, Faculty of Engineering and the Built Environment, 2021. http://hdl.handle.net/11427/32874.

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The study looks at how the sectorial coordinate approach can be used to solve the problem of unique shear centre property of non-standard monosymmetric sections. In solving the unique shear centres, the behaviour of the shear centre with reference to the centroid is carefully studied as the geometry of the section is changed. The study shows investigations of the sections which are 152x152x30 UC H-section, the same H-section with 2/3 as well as 1/3 of the bottom flange width and a 203x178x30 T-section. Vertical plates of 8mm thickness are added to the ends of the upper flanges of the sections instigating increments of 12.5mm from 0 to 100mm height. From the computations done, the following is observed: • The difference between the sectorial coordinate approach results and those from Prokon is at most 3.1%. Also, as the end plate heights are increased, the difference in the results increases. • Shear centres change in position with reference to the centroids as a result of the change in geometry of the sections. • For the H-section the shear centre is initially with the centroid at zero plate height. It then moves upward (higher than the centroid) to a certain peak point, then decreases steadily, intersecting the centroid again and eventually ending up being lower than the centroid with upstanding plate height increases. • A similar pattern follows the H-sections with reduced bottom flange widths, with the only difference being that the shear centre is initially higher than the centroid. It slightly increases to a peak then gradually decreases, intersecting the centroid at a certain point and ending up lower than the centroid. • As for the T-section, the shear centre is initially at the highest point (furthest from the centroid) and decreases gradually, intersecting the centroid and ending up lower than the centroid. • The H-section with upstanding plates offers itself as a section that has an envelope (gap) between the shear centre and centroid when the shear centre is above the centroid which is much lesser than the other sections. With the usage of excel spreadsheets, the sectorial coordinate approach is an efficient and accurate method to find shear centres and related section properties.
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Pereira, Inês Filipa Gonçalves Martins. "Petrologia e geoquímica dos migmatitos e granitóides do sector Figueira de Castelo Rodrigo - rio Águeda: evolução litológica e estrutural no contexto da zona de Cisalhamento Juzbado - Penalva do Castelo." Master's thesis, Universidade de Évora, 2014. http://hdl.handle.net/10174/12986.

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A região de Figueira de Castelo Rodrigo – Lumbrales, situada no autóctone da Zona Centro Ibérica, apresenta um contexto geológico complexo, já que por influência parcial da Zona de Cisalhamento Juzbado – Penalva de Castelo (ZCJPC) ocorre a exumação do Complexo Anatéctico de Figueira de Castelo Rodrigo - Lumbrales (CAFCR-L), sobrepondo-se a unidades em menor grau metamórfico. Realizou-se uma avaliação da influência e da evolução da ZCJPC na região e essencialmente ao largo da estrutura sinclinal da Marofa-Ahigal de los Aceiteros. Integrando a essa análise os dados petrográficos e de geotermobarometria obtidos foi possível constranger as condições mínimas de pressão e temperatura para o complexo anatéctico a T = 761 ± 50 ⁰C para P = 5.0 ± 1.0 kbar, sendo a anatexia interpretada como resultado de um episódio descompressivo importante. Posteriormente a ZCJPC terá obliterado as estruturas anteriores, actuando essencialmente num regime de simple shear dominated transpression; Petrology and Geochemistry of migmatites and granitoids of Figueira de Castelo Rodrigo sector – Águeda River: lithological and structural evolution under the Juzbado-Penalva do Castelo Shear Zone context Abstract: Figueira de Castelo Rodrigo – Lumbrales region, located in the Central Iberian Zone authoctone, presents a complex geological context, since due to the Juzbado-Penalva do Castelo Shear Zone (JPCSZ) partial influence the Figueira de Castelo Rodrigo – Lumbrales Anatectic Complex (FCR-LAC) exhumation, superimposing it to the lower degree units. A regional evaluation of the influence and evolution of the JPCSZ, essentially along the Marofa-Ahigal de los Aceiteros syncline, was carried out during the presented thesis. Integrating that analysis with the petrographic and the geothermobarometric data, it was possible to constrain the minimal pressure and temperature conditions for the anatectic complex formation to T = 761 ± 50 ⁰C for P = 5.0 ± 1.0 kbar, with the anatexis being interpreted as the result of an important decompression episode. Later on, the JPCSZ might have obliterated the previous structures, playing essentially in a simple shear dominated transpressive regime.
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Correia, Margarida Cristina Camacho Pestana. "Efeitos de Solanum sisymbriifolium Lam. e S. nigrum L. sobre o nemátode - das - lesões - radiculares (Pratylenchus goodeyi (Cobb) Sher & Allen, 1953) parasita da bananeira (Musa acuminata Colla)." Master's thesis, Universidade da Madeira, 2007. http://hdl.handle.net/10400.13/233.

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A cultura da bananeira é de grande importância económica para a Ilha da Madeira. A procura de formas de agricultura mais sustentáveis, como é o caso da agricultura biológica, tem levado ao desenvolvimento de estratégias alternativas aos produtos fitofarmacêuticos que possam ser utilizadas pelos agricultores. O objectivo geral deste trabalho foi o contribuir para a agricultura da Madeira desenvolvendo uma estratégia de luta contra o nemátode-das-lesões-radiculares, Pratylenchus goodeyi, utilizando Solanum sisymbriifolium e S. nigrum como cultura armadilha ou como biofumigante. Os isolados de P. goodeyi foram obtidos a partir da cultura in vitro em discos de cenoura e de raízes de bananeira infectadas pelo nemátode. Apesar de P. goodeyi se ter reproduzido nas plantas de S. sisymbriifolium e de S. nigrum, os factores de reprodução foram muito baixos (0,001), podendo estas plantas serem consideradas como resistentes ou, pelo menos, hospedeiros fracos. Os efeitos da incorporação, de diferentes partes de S. sisymbriifolium e S. nigrum (raízes, raízes+parte aérea e parte aérea), no solo com plantas de bananeira, infectadas com P. goodeyi, foram avaliados em relação ao crescimento das plantas de bananeira e à reprodução do nemátode. Verificou-se que qualquer uma das espécies de Solanum influenciou o crescimento das plantas de bananeira, principalmente daquelas em que as raízes foram incorporadas no solo. A reprodução de P. goodeyi nas plantas de bananeira, apenas infectadas com o nemátode, foi superior à sua reprodução nas plantas em que ocorreu incorporação no solo. Relativamente aos efeitos dos extractos aquosos das plantas de Solanum na mortalidade de P. goodeyi concluiu-se que os extractos de S. sisymbriifolium foram os mais eficazes, principalmente na concentração de 250 mg/ml. De acordo com os resultados obtidos, conclui-se que as plantas S. sisymbriifolium e S. nigrum poderão ser utilizadas como biofumigante e como adubo verde, contribuindo para melhorar a qualidade e a quantidade das produções, eliminando os efeitos negativos, de produtos de origem química, sobre a saúde e o ambiente.
Manuela Gouveia e Isabel Abrantes
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Dekle, Mark. "Gulliver’s Travels to the Screen, Giant and Tiny." Scholar Commons, 2009. https://scholarcommons.usf.edu/etd/1928.

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Gulliver's Travels, by Jonathan Swift, has captured readers' imaginations for almost three hundred years, spawning countless adaptations over several different mediums. As different means of communicating and transforming art have been invented, these adaptations have grown to fill the new mediums and make use of the various possibilities each form has created. Film in particular has created an enormous opportunity to re-imagine Gulliver's Travels, since it can directly show the audience the fictional foreign locations in which Gulliver finds himself. In this study, I examine seven screen adaptations of Swift's novel to determine what our current culture views as the core of the work, or what we see as the important pieces to pass on to current and future audiences. The seven chosen adaptations were selected based on how well they have survived over the last century; adaptations which are no longer available for commercial purchase and/or viewing were excluded from the study. I have also only included works which maintain a resemblance to the original story in structure, even if merely loosely, and have excluded works which bear only a thematic tie; I based my choices on the works which make an overt claim to be interpretations of the original text. This study examines only the works which seek to directly represent the original novel. By looking at Swift's work through the lens of adaptation, this study will show how Swift's work is currently perceived, and examines what that may mean for the future of Swift's legacy. As cultural views and connotations of language have changed, the directors of the adaptations have used different means to achieve sometimes similar, sometimes different messages. Gulliver's Travels was originally a satiric work that addressed social problems of eighteenth-century England. Popular views on society have changed, however, as have the politicians holding office. Certain events in Gulliver's Travels, such as the reading of Gulliver's offences in Lilliput, no longer have nearly the same relevance. Therefore, it is important to examine how the directors address these changes to determine what will retain relevance over time.
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Books on the topic "Shear Center"

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Delnore, V. E. Doppler radar detection of wind shear ; transcript of a meeting conducted by NASA Langley Research Center for the Federal Aviation Administration, September 24-25, 1985. Hampton, Va: Langley Research Center, 1986.

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Bowles, Roland L. Wind shear/turbulence inputs to flight simulation and systems certification: Proceedings of a workshop sponsored by the National Aeronautics and Space Administration, and held at Langley Research Center, Hampton, Virginia, May 30 - June 1, 1984. Hampton, Va: Langley Research Center, 1987.

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Studies of turbulent shear flows and their control: Final report submitted to the National Aeronautics and Space Administration, Lewis Research Center. [Washington, DC: National Aeronautics and Space Administration, 1992.

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Huy, Tran, and Ames Research Center, eds. Ames Research Center shear tests of SLA-561V heat shield material for Mars-Pathfinder. Moffett Field, Calif: National Aeronautics and Space Administration, Ames Research Center, 1996.

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Doppler radar detection of wind shear: Transcript of a meeting conducted by NASA Langley Research Center for the Federal Aviation Administration, September 24-25, 1985. Washington, D.C: National Aeronautics and Space Administration, Scientific and Technical Branch, 1986.

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M, Clemons J., and George C. Marshall Space Flight Center., eds. Effects of external environments on the short beam shear strength of filament wound graphite/epoxy: Center director's discretionary fund final report. [Marshall Space Flight Center, Ala.]: National Aeronautics and Space Administration, George C. Marshall Space Flight Center, 1986.

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George C. Marshall Space Flight Center., ed. Composite processing development to improve interlaminar strength using ply interface particles: (Center Director's discretionary fund final report, no. 93-13). MSFC, Ala: National Aeronautics and Space Administration, George C. Marshall Space Flight Center, 1995.

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Wind shear/turbulence inputs to flight simulation and systems certification: Proceedings of a workshop sponsored by the National Aeronautics and Space Administration, and held at Langley Research Center Hampton, Virginia May 30-June 1, 1984. Washington, DC: NASA, 1987.

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Kahl, Thomas. Determination of the shear centre of general cross-sections using the finite element method. 1994.

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Shirai, Sayuri. Tokyo. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198817314.003.0009.

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Japan has endeavoured to develop its capital Tokyo as one of the top global financial centres. Japan’s advantages are the sheer size of its economy (the third largest in terms of gross domestic product), the status of the Japanese yen as the third international currency after the United States dollar and the euro, and large financial and capital markets with abundant capital. Tokyo has the potential to become a regional financial centre that transfers excess capital to emerging Asian economies. This vision has not fully materialized because Japan’s financial investment continues to be destined towards the United States and Europe and in the form of relatively safe debt securities. Moreover, Japan’s capital remains largely risk-averse, contributing to lack of diversity in domestic capital markets and limited provision of risk capital to the world. This chapter takes an overview of Japan’s financial and capital market developments.
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Book chapters on the topic "Shear Center"

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Yamada, M., and T. Yamakaji. "Steel panel shear wall – Analysis on the center core steel panel shear wall system." In Behaviour of Steel Structures in Seismic Areas, 541–48. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003211198-74.

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Martinez, David, Radu Presura, Sandra Wright, Chris Plechaty, Stephan Neff, Lucas Wanex, and David J. Ampleford. "Generation of shear flow in conical wire arrays with a center wire." In High Energy Density Laboratory Astrophysics 2008, 205–8. Dordrecht: Springer Netherlands, 2008. http://dx.doi.org/10.1007/978-90-481-9999-0_34.

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Singh, Dinesh Kumar. "Unsymmetrical Bending and Shear Centre." In Strength of Materials, 693–742. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-59667-5_15.

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White, Joe, and Hamish McKenzie. "Seismic Strengthening of the Majestic Centre, Wellington, New Zealand." In Case Studies on Conservation and Seismic Strengthening/Retrofitting of Existing Structures, 95–126. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/cs002.095.

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<p>The Majestic Centre is a 30-storey office tower in the centre of Wellington, New Zealand. The structure has a dual lateral system (reinforced concrete (RC) moment frame + shear cores) and hollow-core floors. The building’s assessed seismic performance was found to be below expected levels, leading to a strengthening exercise. Over a period of 5 years, the structures performance was raised to meet current seismic loading requirements, at a cost of €50M.</p>
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Amos, R. M., D. M. Taylor, T. J. Shepherd, J. G. Rarity, and P. Tapster. "Tunable Shear-Ordered Face-Centered Cubic Photonic Crystals." In Photonic Crystals and Light Localization in the 21st Century, 263–78. Dordrecht: Springer Netherlands, 2001. http://dx.doi.org/10.1007/978-94-010-0738-2_20.

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Ivanyi, M., and M. Skaloud. "Interaction between Shear Lag and Plate Buckling in Longitudinally Stiffened Compression Flanges." In CISM International Centre for Mechanical Sciences, 145–69. Vienna: Springer Vienna, 1992. http://dx.doi.org/10.1007/978-3-7091-4332-2_3.

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Kretzmer, G., A. Ludwig, and J. Tomeczkowski. "Detachment and Mitosis of Adherent Cells under Shear Stress Conditions." In Animal Cell Technology: Developments Towards the 21st Century, 777–81. Dordrecht: Springer Netherlands, 1995. http://dx.doi.org/10.1007/978-94-011-0437-1_123.

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Dwyer, H. A. "Some Influences of Geometry, Shear and Walls on 3D Flows at Intermediate Reynolds Numbers." In Computational Fluid Dynamics for the 21st Century, 241–49. Berlin, Heidelberg: Springer Berlin Heidelberg, 2001. http://dx.doi.org/10.1007/978-3-540-44959-1_14.

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Skaloud, M. "Ultimate Load Behaviour of Webs Subject to Patch Loading and Interaction between Shear Lag and Plate Buckling in Longitudinally Stiffened Compression Flanges." In CISM International Centre for Mechanical Sciences, 109–44. Vienna: Springer Vienna, 1992. http://dx.doi.org/10.1007/978-3-7091-4332-2_2.

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"Shear Center." In Encyclopedia of Continuum Mechanics, 2247. Berlin, Heidelberg: Springer Berlin Heidelberg, 2020. http://dx.doi.org/10.1007/978-3-662-55771-6_300576.

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Conference papers on the topic "Shear Center"

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BOUJO, EDOUARD, SHIGEO WADA, and TAKAMI YAMAGUCHI. "NUMERICAL SIMULATION OF THE ARTERIAL WALL GROWTH INDUCED BY WALL SHEAR STRESS." In Proceedings of the Final Symposium of the Tohoku University 21st Century Center of Excellence Program. IMPERIAL COLLEGE PRESS, 2006. http://dx.doi.org/10.1142/9781860948800_0096.

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OHASHI, TOSHIRO, NAOYA SAKAMOTO, and MASAAKI SATO. "BIOMECHANICAL APPROACH TO ENDOTHELIAL CELL RESPONSES TO FLUID SHEAR STRESS AND HYDROSTATIC PRESSURE." In Proceedings of the Final Symposium of the Tohoku University 21st Century Center of Excellence Program. IMPERIAL COLLEGE PRESS, 2006. http://dx.doi.org/10.1142/9781860948800_0003.

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ITO, KAZUSHI, NAOYA SAKAMOTO, TOSHIRO OHASHI, and MASAAKI SATO. "FREQUENCY OF SHEAR STRESS MODULATES MORPHOLOGY AND INTEGRIN EXPRESSION OF VASCULAR ENDOTHELIAL CELLS." In Proceedings of the Final Symposium of the Tohoku University 21st Century Center of Excellence Program. IMPERIAL COLLEGE PRESS, 2006. http://dx.doi.org/10.1142/9781860948800_0011.

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Kosmatka, J., and S. Dong. "General behavior and shear center location of advanced composite beams via power series." In 37th Structure, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1996. http://dx.doi.org/10.2514/6.1996-1473.

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Li, Yong-Qian, Ce Li, Ri-Liang Su, Guo-Fu Zhai, and Kai-Can Wang. "Unidirectional line-focusing shear vertical wave EMATs used for rail base center flaw detection." In 2016 IEEE Far East NDT New Technology & Application Forum (FENDT). IEEE, 2016. http://dx.doi.org/10.1109/fendt.2016.7992004.

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Lu Zhegang and Jian Yao. "Simplified formulae for coordinate of shear center of cold-formed thin-walled lipped channel." In 2010 International Conference on Mechanic Automation and Control Engineering (MACE). IEEE, 2010. http://dx.doi.org/10.1109/mace.2010.5536196.

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KASSANDROV, VLADIMIR V., and VLADIMIR N. TRISHIN. "GAUGE FIELDS AND PARTICLE-LIKE FORMATIONS ASSOCIATED WITH SHEAR-FREE NULL CONGRUENCES." In Proceedings of the MG10 Meeting held at Brazilian Center for Research in Physics (CBPF). World Scientific Publishing Company, 2006. http://dx.doi.org/10.1142/9789812704030_0239.

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Zhu, Lei, Segen F. Estefen, Nilo de Moura Jorge, John H. Chujutalli, and Marcelo Igor Lourenço Souza. "Numerical Simulation of Shear Ram Performance." In ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/omae2018-78100.

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A subsea Blowout Preventer system plays an extremely important role in providing safe working conditions for drilling activities in deepwater oil exploration. However, estimating the performance of Shear Ram Blowout Preventeris still a challenge for the industry. This paper considers different scenarios that may influence the shear capability of a typical subsea Blind Shearing Ram: the pipe size, ram shape, preload of pipe, off-center distance and tool joint of pipe. Element method analysis is conduct on the Abaqus software to calculate the maximum required shearing force for each scenario. Results of those simulations are collected and analyzed according to mechanic theories and oil field experience. Furthermore, some recommendations are offered both in theoretical and practical aspects to build the criterion for the shear ability of a specific type of Blind Shearing Ram. Factors influencing shearing capabilities have been listed according to the result of the numerical simulation.
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SAKAMOTO, NAOYA, TOSHIRO OHASHI, and MASAAKI SATO. "EFFECT OF FLUID SHEAR STRESS ON SMOOTH MUSCLE CELL MIGRATION AND PERMEABILITY OF ENDOTHELIAL MONOLAYER IN ENDOTHELIAL-SMOOTH MUSCLE CELLS COCULTURED MODEL." In Proceedings of the Final Symposium of the Tohoku University 21st Century Center of Excellence Program. IMPERIAL COLLEGE PRESS, 2006. http://dx.doi.org/10.1142/9781860948800_0018.

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Lee, Ping-Hsun, and Jen-Yuan (James) Chang. "Platform Design for Characterizing Shear Force Produced by Magnetized Magnetorheological Fluid." In ASME 2019 28th Conference on Information Storage and Processing Systems. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/isps2019-7450.

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Abstract In this paper we proposed a platform for measuring shear force of magnetorheological (MR) fluid by which the relationship of yield stress and magnetic flux density of specific material can be determined. The device consisted of a rotatable center tube in a frame body and the magnetic field was provided by two blocks of permanent magnets placed oppositely outside the frame body. The magnitude and direction of the magnetic field were manipulated by changing the distance of the two permanent magnets from the frame body and rotating the center tube, respectively. For determining the magnetic field of the device, we adopted an effective method by fitting the FEM (finite element method) result to the measured one and then rebuilt the absent components to approximate the magnetic field, which was hardly to be measured simultaneously as different device setup were required. With the proposed platform and analytical methods, the drawing shear force and the corresponding yield stress contributed by MR fluid could be evaluated in respect to the magnitude and direction of given magnetic flux density with acceptable accuracy for specific designing purposes without a large, complex, and expensive instrument.
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Reports on the topic "Shear Center"

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Kamrath, Matthew, Vladimir Ostashev, D. Wilson, Michael White, Carl Hart, and Anthony Finn. Vertical and slanted sound propagation in the near-ground atmosphere : amplitude and phase fluctuations. Engineer Research and Development Center (U.S.), May 2021. http://dx.doi.org/10.21079/11681/40680.

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Sound propagation along vertical and slanted paths through the near-ground atmosphere impacts detection and localization of low-altitude sound sources, such as small unmanned aerial vehicles, from ground-based microphone arrays. This article experimentally investigates the amplitude and phase fluctuations of acoustic signals propagating along such paths. The experiment involved nine microphones on three horizontal booms mounted at different heights to a 135-m meteorological tower at the National Wind Technology Center (Boulder, CO). A ground-based loudspeaker was placed at the base of the tower for vertical propagation or 56m from the base of the tower for slanted propagation. Phasor scatterplots qualitatively characterize the amplitude and phase fluctuations of the received signals during different meteorological regimes. The measurements are also compared to a theory describing the log-amplitude and phase variances based on the spectrum of shear and buoyancy driven turbulence near the ground. Generally, the theory correctly predicts the measured log-amplitude variances, which are affected primarily by small-scale, isotropic turbulent eddies. However, the theory overpredicts the measured phase variances, which are affected primarily by large-scale, anisotropic, buoyantly driven eddies. Ground blocking of these large eddies likely explains the overprediction.
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Lovell, Alexis, Garrett Hoch, Christopher Donnelly, Jordan Hodge, Robert Haehnel, and Emily Asenath-Smith. Shear and tensile delamination of ice from surfaces : The Ice Adhesion Peel Test (IAPT). Engineer Research and Development Center (U.S.), September 2021. http://dx.doi.org/10.21079/11681/41781.

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For decades, researchers have sought to understand the adhesion of ice to surfaces so that low-cost ice mitigation strategies can be developed. Presently, the field of ice adhesion is still without formal standards for performing ice adhesion tests. The U.S. Army Corps Engineers’ Research and Development Center’s Cold Regions Research and Engineering Laboratory (ERDC-CRREL) has a longstanding history as an independent third party for ice adhesion testing services. Most notably, CRREL’s Zero-Degree Cone Test (ZDCT) has been an industry favorite for more than 30 years. Despite its wide acceptance, the ZDCT contains some shortcomings, namely that freshwater ice is formed on the surface of interest within the confines of an annular gap. To address this limitation, CRREL developed and uses the Ice Adhesion Peel Test (IAPT) for testing ice adhesion. This test employs an open planar substrate from which the ice can be removed under either tensile or shear loading, thereby allowing ice to be grown directly on the target substrate without the use of molds. The IAPT configuration is therefore amenable to different ice types and geometries and will provide utility to research studies that aim to develop surface treatments to mitigate ice in a wide range of environments. This report describes the IAPT and its use for characterizing the ice adhesion properties of materials.
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STRESS RESPONSE AND INITIAL STIFFNESS OF SIDE PLATE CONNECTIONS TO WCFT COLUMNS. The Hong Kong Institute of Steel Construction, September 2021. http://dx.doi.org/10.18057/ijasc.2021.17.3.9.

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To study the mechanism of load transfer in double-side-plate connections between I-beams and wall-type concrete-filled steel tubular columns, a pseudo-static experiment and finite element analysis were conducted for two full-scaled specimens. The results revealed that the primary load was transmitted along an S-shaped path in the side plate, and the primary strain occurred in an X-shaped region between the left and right steel beam flanges. The shear force in the steel beam web was transmitted first to the side plate centre and then to the joint area, where the side plate, steel tube web, and concrete all resisted the internal force. Based on principal component methods, a calculation formula was established for initial rotational stiffness that comprehensively considers the influence of the tensions, compression, and shear deformation of the cover plate, side plate, and web. Comparing this formula with an existing model showed that the proposed formula is suitable for new types of side plate joints. Moreover, it can accurately calculate the initial rotational stiffness of the joint, thus providing a reliable basis for future engineering design.
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