Auswahl der wissenschaftlichen Literatur zum Thema „Strength anisotropy“
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Zeitschriftenartikel zum Thema "Strength anisotropy"
Guo, Songfeng, Shengwen Qi, Bowen Zheng, Lei Xue, Xueliang Wang, Ning Liang, Yu Zou et al. „The Confinement-Affected Strength Variety of Anisotropic Rock Mass“. Materials 15, Nr. 23 (27.11.2022): 8444. http://dx.doi.org/10.3390/ma15238444.
Der volle Inhalt der QuelleReid, D., R. Fanni und A. Fourie. „Assessing the undrained strength cross-anisotropy of three tailings types“. Géotechnique Letters 12, Nr. 1 (März 2022): 1–7. http://dx.doi.org/10.1680/jgele.21.00094.
Der volle Inhalt der QuelleCheng, Jingyi, Zhijun Wan, Yidong Zhang, Wenfeng Li, Syd S. Peng und Peng Zhang. „Experimental Study on Anisotropic Strength and Deformation Behavior of a Coal Measure Shale under Room Dried and Water Saturated Conditions“. Shock and Vibration 2015 (2015): 1–13. http://dx.doi.org/10.1155/2015/290293.
Der volle Inhalt der QuelleLai, Van Qui, Jim Shiau, Suraparb Keawsawasvong, Sorawit Seehavong und Lowell Tan Cabangon. „Undrained Stability of Unsupported Rectangular Excavations: Anisotropy and Non-Homogeneity in 3D“. Buildings 12, Nr. 9 (10.09.2022): 1425. http://dx.doi.org/10.3390/buildings12091425.
Der volle Inhalt der QuelleJena, Pradipta Kumar, K. Siva Kumar und A. K. Singh. „Effect of Tempering Temperature on Microstructure, Texture and Mechanical Properties of a High Strength Steel“. International Journal of Manufacturing, Materials, and Mechanical Engineering 4, Nr. 3 (Juli 2014): 33–49. http://dx.doi.org/10.4018/ijmmme.2014070102.
Der volle Inhalt der QuelleLee, K. M., und R. K. Rowe. „Effects of undrained strength anisotropy on surface subsidences induced by the construction of shallow tunnels“. Canadian Geotechnical Journal 26, Nr. 2 (01.05.1989): 279–91. http://dx.doi.org/10.1139/t89-037.
Der volle Inhalt der QuelleSeki, Hironori, Masakazu Tane und Hideo Nakajima. „Fatigue Strength of Lotus-Type Porous Magnesium“. Materials Science Forum 561-565 (Oktober 2007): 1681–84. http://dx.doi.org/10.4028/www.scientific.net/msf.561-565.1681.
Der volle Inhalt der QuelleWatson, Julian Matthew, Abouzar Vakili und Mateusz Jakubowski. „Rock Strength Anisotropy in High Stress Conditions: A Case Study for Application to Shaft Stability Assessments“. Studia Geotechnica et Mechanica 37, Nr. 1 (01.03.2015): 115–25. http://dx.doi.org/10.1515/sgem-2015-0013.
Der volle Inhalt der QuelleZapata-Medina, David G., Leon D. Cortes-Garcia, Richard J. Finno und Luis G. Arboleda-Monsalve. „Stiffness and strength anisotropy of overconsolidated Bootlegger Cove clays“. Canadian Geotechnical Journal 57, Nr. 11 (November 2020): 1652–63. http://dx.doi.org/10.1139/cgj-2019-0068.
Der volle Inhalt der QuelleShesterikov, S. A., A. M. Lokochtchenko und E. A. Mjakotin. „Creep Rupture of Anisotropic Pipes“. Journal of Pressure Vessel Technology 120, Nr. 3 (01.08.1998): 223–25. http://dx.doi.org/10.1115/1.2842049.
Der volle Inhalt der QuelleDissertationen zum Thema "Strength anisotropy"
O'Neill, Deirdre A. (Deirdre Anne). „Undrained strength anisotropy of an overconsolidated thixotropic clay“. Thesis, Massachusetts Institute of Technology, 1987. http://hdl.handle.net/1721.1/14634.
Der volle Inhalt der QuelleDenli, Alper Kaan. „Effect Of Discontinuity Roughness And Anisotropy On Shear Strength“. Master's thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/2/12604948/index.pdf.
Der volle Inhalt der QuelleModén, Carl. „Transverse anisotropy in softwoods : modelling and experiments /“. Stockholm, 2006. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-3988.
Der volle Inhalt der QuelleTong, Chong-Sze. „Anisotropy in repulsion and dispersion forces between atoms in molecules“. Thesis, University of Cambridge, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.278386.
Der volle Inhalt der QuelleCatapano, Anita. „Stiffness and strength optimisation of the anisotropy distribution for laminated structures“. Paris 6, 2013. http://www.theses.fr/2013PA066062.
Der volle Inhalt der QuelleIn this thesis we deal with the problem of determining the best distribution of the anisotropy for a laminated structure that has to be simultaneously the stiffest and the strongest one. The work has been divided into three main parts. In the first part we presented all the concepts and tools that we have used to develop the research. In the second part we have proposed a tensor invariant formulation, through the polar method, of different polynomial failure criteria for orthotropic sheets. Then, we considered the problem of determining the optimal material orientation to maximise strength by the minimisation of the failure index. The last part of the thesis is dedicated to the development of a new strategy to optimise simultaneously the stiffness and strength of a laminated structure. Our approach is inspired from an already existing hierarchical strategy for the only stiffness maximisation. First of all we defined a new laminate level failure criterion valid for an equivalent homogenised plate. Then, conscious of having two functional, the complementary energy and the laminate failure index, to be minimised at the same time, we proved that the first step of the strategy can be stated as two problems characterised by two functional that are sequentially minimised, preserving only the orthotropy direction. In the first step of the strategy we developed three different algorithms to determine the optimal distribution of material parameters for a given structure. Finally we dealt with the problem of determining the laminate stacking sequence satisfying the optimal distribution of material parameters issued from the first step of the hierarchical strategy
Wang, Wenhai Zavaliangos Antonios. „Towards an improved understanding of strength and anisotropy of cold compacted powder /“. Philadelphia, Pa. : Drexel University, 2007. http://hdl.handle.net/1860/1865.
Der volle Inhalt der QuelleGalen, Steven Zavaliangos Antonios. „Path dependence and strength anisotropy of mechanical behavior in cold-compacted powders /“. Philadelphia, Pa. : Drexel University, 2005. http://dspace.library.drexel.edu/handle/1860/438.
Der volle Inhalt der QuelleZdravkovic, Lidija. „The stress-strain-strength anisotropy of a granular medium under general stress conditions“. Thesis, Imperial College London, 1996. http://hdl.handle.net/10044/1/8919.
Der volle Inhalt der QuelleHo, Man Lee. „Theoretical approach to quantify influence of inherent anisotropy on undrained steady state strength of sand /“. View abstract or full-text, 2005. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202005%20HO.
Der volle Inhalt der QuelleKurauchi, Martim Hideki Nakayama. „Uma abordagem de ensaio de resistência mecânica de carvão vegetal“. Universidade de São Paulo, 2014. http://www.teses.usp.br/teses/disponiveis/3/3133/tde-28042015-110831/.
Der volle Inhalt der QuelleThe iron- and steel industry is responsible for about 8% of the total global CO2 emissions. Charcoal is an existing alternative to the use of coal and coke in the metallurgical industry and is used in some blast furnaces in Brazil. Although it has some advantages against coke in terms of higher reactivity and lower ash contents, charcoal has inherently low mechanical strength and high friability, imposing difficulties to its transportation, handling and use in processes. There are no standards to evaluate charcoal compression strength, and the existing methods used in other researches consist in using prepared specimens and compressing them in the direction of the fibres. As charcoal is irregular shaped, granular and anisotropic, these tests may not reveal the behaviour of a charcoal bed, as a whole, when undergoing compressive loads. This may not relate to industrial conditions, where the load on charcoal is not exclusively applied on the direction of the fibres, but is randomly applied instead. This dissertation proposes an approach to quantify the effects of applying load on randomly distributed bulk charcoal. This represents an attempt of simulating conditions similar to what is expected in the industrial practice, such as in a blast furnace, rather than analysing individual pieces of charcoal. An apparatus has been prepared consisting of a tube and a piston that is pushed by an universal test machine. The experiments consist in carrying out repeated tests of compression of controlled sized charcoal with the apparatus. A particle size distribution is obtained as a function of the applied load, which is then classified by screening and weighing. Based on that, the particle size distribution is analysed both qualitative and quantitatively by using statistical tools. By means of the friability and survivability indexes, the method generates reproducible results with a sufficient number of repeats. In this way, it is possible to predict the behaviour of charcoal bulk under compression.
Bücher zum Thema "Strength anisotropy"
Ambart͡sumi͡an, S. A. Theory of anisotropic plates: Strength, stability, and vibrations. Herausgegeben von Kunin I. A. 1924-. 2. Aufl. New York: Hemisphere Pub. Corp., 1991.
Den vollen Inhalt der Quelle findenJean-Paul, Boehler, International Union of Theoretical and Applied Mechanics. und International Congress on Mechanical Behaviour of Materials., Hrsg. Yielding, damage, and failure of anisotropic solids: Proceedings of the IUTAM/ICM Symposium Antoni Sawczuk in Memoriam, Villard-de-Lans, 24-28 August 1987. London: Mechanical Engineering Publications, 1990.
Den vollen Inhalt der Quelle findenTheocaris, Pericles S. On a general theory of failure for the anisotropic matter. Athēnai: Grapheion Dēmosieumatōn tēs Akadēmias Athēnōn, 1997.
Den vollen Inhalt der Quelle findenGürdal, Zafer. A compressive failure model for anisotropic plates with a cutout under compressive and shear loads: Final technical report. [Washington, DC: National Aeronautics and Space Administration, 1985.
Den vollen Inhalt der Quelle findenEUROMECH-MECAMAT '2002 (2002 Liège, Belgium). 6th European Mechanics of Materials Conference on Non-Linear Mechanics of Anisotropic Materials : EUROMECH-MECAMAT'2002: EMMC6 : Liège, Belgium, 9-12 September, 2002. Les Ulis, France: EDP Sciences, 2003.
Den vollen Inhalt der Quelle findenYielding, Damage, and Failure of Anisotropic Solids (EGF Publication 5) (Egf Publication). Wiley, 2005.
Den vollen Inhalt der Quelle findenDetermination of residual stress in composite materials using ultrasonic waves: NASA contract # NAG3-1716. [Washington, DC: National Aeronautics and Space Administration, 1997.
Den vollen Inhalt der Quelle findenBuchteile zum Thema "Strength anisotropy"
Jiang, Hao, Wu Liu, Jin Cheng, Huayan Yao, Renjie Li und Jinhang Shang. „Numerical Analysis of Large-Diameter Shield Tunneling Disturbance Considering Stratum Strength Anisotropy“. In Lecture Notes in Civil Engineering, 500–513. Singapore: Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5814-2_45.
Der volle Inhalt der QuelleToribio, Jesús, Beatriz González und Juan-Carlos Matos. „Strength Anisotropy in Prestressing Steel Wires“. In Materials with Complex Behaviour II, 259–70. Berlin, Heidelberg: Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-22700-4_15.
Der volle Inhalt der QuelleNISHIMURA, S., R. J. JARDINE und N. A. MINH. „Shear strength anisotropy of natural London Clay“. In Stiff Sedimentary Clays, 97–110. London: Thomas Telford Ltd, 2011. http://dx.doi.org/10.1680/ssc.41080.0009.
Der volle Inhalt der QuelleGuessab, B., und S. Turgeman. „Generalized Yield Strength Criteria for Bar Structures“. In Anisotropy and Localization of Plastic Deformation, 611–14. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3644-0_142.
Der volle Inhalt der QuelleKuwazuru, Osamu, und Nobuhiro Yoshikawa. „Strength Anisotropy Estimation of Plain-Weave Fabrics by Pseudo-Continuum Model“. In Fracture and Strength of Solids VI, 835–40. Stafa: Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-989-x.835.
Der volle Inhalt der QuelleUstinov, K. B. „Inelastic Deformation of Rocks with Deformation and Strength Anisotropy“. In Springer Proceedings in Earth and Environmental Sciences, 487–94. Cham: Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-25962-3_48.
Der volle Inhalt der QuelleHuang, Zhi Gao, Heng Lai, Jian Min Zhang, Jia Xin Li, Feng Ming Zhang und You Wei Du. „The Influences of Size and Anisotropy Strength on Hysteresis Scaling for Anisotropy Heisenberg Multilayer Films“. In Solid State Phenomena, 1085–88. Stafa: Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/3-908451-30-2.1085.
Der volle Inhalt der QuelleImseeh, Wadi H., Khalid A. Alshibli, Peter Kenesei und Hemant Sharma. „Influence of Crystalline Structure on Strength Anisotropy of Silica Sand“. In Springer Series in Geomechanics and Geoengineering, 87–98. Cham: Springer Nature Switzerland, 2022. http://dx.doi.org/10.1007/978-3-031-22213-9_10.
Der volle Inhalt der QuelleMochizuki, A., A. Zh Zhussupbekov, Y. Zharkenov und S. Akhazhanov. „Strength ellipses of induced anisotropy for a compacted sandy material“. In Smart Geotechnics for Smart Societies, 291–99. London: CRC Press, 2023. http://dx.doi.org/10.1201/9781003299127-25.
Der volle Inhalt der QuelleYolcu, Cem, Magnus Herberthson, Carl-Fredrik Westin und Evren Özarslan. „Magnetic Resonance Assessment of Effective Confinement Anisotropy with Orientationally-Averaged Single and Double Diffusion Encoding“. In Mathematics and Visualization, 203–23. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-56215-1_10.
Der volle Inhalt der QuelleKonferenzberichte zum Thema "Strength anisotropy"
Krein, Ronny, und Vadym Sushko. „Wire Arc Additive Manufacturing of Creep Strength Enhanced Ferritic Steels and Nickel Alloys“. In AM-EPRI 2024, 495–506. ASM International, 2024. http://dx.doi.org/10.31399/asm.cp.am-epri-2024p0495.
Der volle Inhalt der QuelleGoto, Syun, Tsuyoshi Sugimoto, Makoto Nanko und Natsumi Ideta. „Anisotropy and Metal Structure Characteristics of 3D Metal Printer Materials Due to Carburization“. In IFHTSE 2024, 16–22. ASM International, 2024. http://dx.doi.org/10.31399/asm.cp.ifhtse2024p0016.
Der volle Inhalt der QuelleCheng, Qinglu, Carl Sondergeld und Chandra Rai. „Experimental study of rock strength anisotropy and elastic modulus anisotropy“. In SEG Technical Program Expanded Abstracts 2013. Society of Exploration Geophysicists, 2013. http://dx.doi.org/10.1190/segam2013-1349.1.
Der volle Inhalt der QuelleGruttadauria, A., C. Mapelli, D. Mombelli, S. Barella und G. Villa. „Texture and Anisotropy Study on a Lightweight Steel“. In International Symposium on New Developments in Advanced High-Strength Sheet Steels. Association for Iron & Steel Technology, 2023. http://dx.doi.org/10.33313/298/014.
Der volle Inhalt der QuelleCelestino, T. B., G. R. de Castro, P. Vessaro, A. A. Bortolucci und O. J. Santos. „Strength and Deformability Anisotropy of Fiber-Reinforced Shotcrete“. In 10th International Conference on Shotcrete for Underground Support. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40885(215)13.
Der volle Inhalt der QuelleFathi, A., J. J. Roger Cheng, Samer Adeeb und Joe Zhou. „Critical Buckling Strain in High Strength Steel Pipes Using Isotropic-Kinematic Hardening“. In 2010 8th International Pipeline Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/ipc2010-31149.
Der volle Inhalt der QuelleHansen, Søren G., Nadieh E. Meinen und Henrik B. Jørgensen. „Anisotropic Concrete Compressive Strength in Existing Structures“. In IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.2406.
Der volle Inhalt der QuelleLi, Wei, Juner Zhu, Yong Xia und Qing Zhou. „Testing and Modeling the Effect of Strain-Rate on Plastic Anisotropy for a Traditional High Strength Steel“. In ASME 2015 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/imece2015-53270.
Der volle Inhalt der QuelleFayemi, Olalekan, Qingyun Di*, Qihui Zhen und Oreoluwa B. Omisore. „Effect of transverse anisotropy on electromagnetic telemetry signal strength“. In GEM 2019 Xi'an: International Workshop and Gravity, Electrical & Magnetic Methods and their Applications, Chenghu, China, 19-22 April 2015. Society of Exploration Geophysicists and Chinese Geophysical Society, 2019. http://dx.doi.org/10.1190/gem2019-042.1.
Der volle Inhalt der QuelleDewhurst, D., J. Sarout, C. Delle Piane, M. Josh, A. F. Siggins und M. D. Raven. „Geomechanics and Physics Related to Shale Strength, Stiffness and Anisotropy“. In International Workshop on Geomechanics and Energy. Netherlands: EAGE Publications BV, 2013. http://dx.doi.org/10.3997/2214-4609.20131987.
Der volle Inhalt der QuelleBerichte der Organisationen zum Thema "Strength anisotropy"
Allen, Jeffrey, Robert Moser, Zackery McClelland, Md Mohaiminul Islam und Ling Liu. Phase-field modeling of nonequilibrium solidification processes in additive manufacturing. Engineer Research and Development Center (U.S.), Dezember 2021. http://dx.doi.org/10.21079/11681/42605.
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