Bibliografías temáticas / Brittle structures

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Literatura académica sobre el tema "Brittle structures"

Autor: Grafiati
Publicado: 4 de junio de 2021
Última modificación: 14 de febrero de 2022

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Artículos de revistas sobre el tema "Brittle structures"

1

Bennett, Richard M. "Reliability of Nonlinear Brittle Structures." Journal of Structural Engineering 112, no. 9 (1986): 2027–40. http://dx.doi.org/10.1061/(asce)0733-9445(1986)112:9(2027).

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Yoshino, Masahiko, and Sivanandam Aravindan. "Nanosurface Fabrication of Hard Brittle Materials by Structured Tool Imprinting." Journal of Manufacturing Science and Engineering 126, no. 4 (2004): 760–65. http://dx.doi.org/10.1115/1.1813474.

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This paper reports on nanosurface fabrication of hard brittle materials by structured diamond tool imprinting. Ultrafine structured surfaces were fabricated on soda glass, firelite glass, quartz glass, quartz wafer, and silicon. A specially designed and developed nanoindentation tester and a structured diamond tool machined by Focused Ion Beam (FIB) are used for the generation of such surfaces. Imprinted marks and the ultrafine structures are analyzed for their geometrical shape and accuracy. Load-depth analysis on the formed surfaces was carried out. Critical depth, at which ductile-to-brittl
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3

Frantziskonis, G., and C. S. Desai. "Degradation instabilities in brittle material structures." Mechanics Research Communications 17, no. 3 (1990): 135–41. http://dx.doi.org/10.1016/0093-6413(90)90040-j.

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Caputo, Riccardo. "Stress variability and brittle tectonic structures." Earth-Science Reviews 70, no. 1-2 (2005): 103–27. http://dx.doi.org/10.1016/j.earscirev.2004.11.005.

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Oncken, Onno. "Fold mimicry - tectonic overprinting of sedimentary structures in the brittle-ductile transition." Neues Jahrbuch für Geologie und Paläontologie - Monatshefte 1986, no. 12 (1986): 723–35. http://dx.doi.org/10.1127/njgpm/1986/1986/723.

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Hayes, B. "Classic brittle failures in large welded structures." Engineering Failure Analysis 3, no. 2 (1996): 115–27. http://dx.doi.org/10.1016/1350-6307(96)00002-7.

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Heidweiller, A., and A. Vrouwenvelder. "Reliability of structures with potentially brittle components." Structural Safety 5, no. 2 (1988): 127–43. http://dx.doi.org/10.1016/0167-4730(88)90021-5.

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Mieczkowski, Grzegorz, and Krzysztof Molski. "Verification of Brittle Fracture Criteria for Bimaterial Structures." Acta Mechanica et Automatica 8, no. 1 (2014): 44–48. http://dx.doi.org/10.2478/ama-2014-0008.

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Abstract The increasing application of composite materials in the construction of machines causes strong need for modelling and evaluating their strength. There are many well known hypotheses used for homogeneous materials subjected to monotone and cyclic loading conditions, which have been verified experimentally by various authors. These hypotheses should be verified also for composite materials. This paper provides experimental and theoretical results of such verifications for bimaterial structures with interfacial cracks. Three well known fracture hypotheses of: Griffith, McClintock and No
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9

Miranda, Pedro, Antonia Pajares, Fernando Guiberteau, Yan Deng, Hong Zhao, and Brian R. Lawn. "Designing damage-resistant brittle-coating structures: II. Trilayers." Acta Materialia 51, no. 14 (2003): 4357–65. http://dx.doi.org/10.1016/s1359-6454(03)00263-5.

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Miranda, Pedro, Antonia Pajares, Fernando Guiberteau, Yan Deng, and Brian R. Lawn. "Designing damage-resistant brittle-coating structures: I. Bilayers." Acta Materialia 51, no. 14 (2003): 4347–56. http://dx.doi.org/10.1016/s1359-6454(03)00290-8.

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Tesis sobre el tema "Brittle structures"

1

Kabeel, Abdallah Mahmoud Bayoumi. "Nominal strength and size effect of quasi-brittle structures with holes." Doctoral thesis, Universitat de Girona, 2015. http://hdl.handle.net/10803/289985.

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The main contribution of this work is to introduce analytical models able to create simple design charts that would allow designers to quickly determine the strength of quasi-brittle structures containing circular holes. Cohesive Zone Models are an excellent tool to model quasi-brittle structures with holes in which a large failure process zone is confined in a plane. Also, the CZM is able to predict the effect of the structure size on its strength. Moreover, it is one of the few models (or the only model) that takes into account the material cohesive law explicitly. Therefore, most of the pre
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2

Ueda, Tadamasa. "Seismogenic deformation structures in the brittle-ductile transition regime: a case study of ultramafic pseudotachylytes and related deformed rocks in the Balmuccia peridotite body, Italy." 京都大学 (Kyoto University), 2016. http://hdl.handle.net/2433/204571.

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Hossain, Md Sakawat [Verfasser], Jörn H. [Akademischer Betreuer] Kruhl, Claudia [Akademischer Betreuer] Trepmann, and Jürgen [Akademischer Betreuer] Scheurle. "Quantification of Impact-Induced Brittle Structures: An Analysis of Stress- and Scale-Dependence of Brittle Deformation Processes / Md. Sakawat Hossain. Gutachter: Claudia Trepmann ; Jürgen Scheurle ; Jörn H. Kruhl. Betreuer: Jörn H. Kruhl." München : Universitätsbibliothek der TU München, 2015. http://d-nb.info/1076866417/34.

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Aboubakr, Attitou Amen Mohamed [Verfasser]. "Behaviour study of grouted connection for offshore wind turbine structures with brittle cement based grouts / Attitou Amen Mohamed Aboubakr." Kassel : Universitätsbibliothek Kassel, 2020. http://d-nb.info/1208531697/34.

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Day, Erik. "Characterization of Structures and Deformation in the Brittle-Ductile Transition, Western Termination of the Chugach Metamorphic Complex, Southern Alaska." ScholarWorks@UNO, 2007. http://scholarworks.uno.edu/td/529.

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Field mapping along the western termination of the Chugach Metamorphic Complex (CMC) revealed a new D2 structure, the Bremner foliation fan. This structure has a high strain, vertically foliated core, with moderate-shallow dipping cleavages to the north and south which rollover into the core. The fan appears to have propagated from below by a shear-zone at depth (O'Driscoll, 2006). Description of the Bremner foliation fan revealed that the Bremner shear zone of Pavlis and Sisson (2003) is a D3 structure, and that the Stuart Creek fault is a younger brittle fault with 90km of dextral offset. El
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Vadluga, Vaidas. "Simulation of dynamic deformation and fracture behaviour of heterogeneous structures by discrete element method." Doctoral thesis, Lithuanian Academic Libraries Network (LABT), 2008. http://vddb.library.lt/obj/LT-eLABa-0001:E.02~2008~D_20080213_082157-83281.

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Research area and topicality of the work. Mechanical properties and their evolution under loading are the most significant factors for the development of various mechanical structures, technologies and equipment. It seems to be natu-ral that deeper understanding of the behaviour of existing and design of new materials presents a challenge in different research areas. It should be noted, that all the materials are heterogeneous in meso- and micro- scales. They exhibit essential differences, compared to the macroscopic continuum behaviour. Basically, both experimental and numerical simulation m
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Albuerne, Alejandra. "Seismic collapse of vaulted structures : unreinforced quasi-brittle materials and the case study of the Basilica of Maxentius in Rome." Thesis, University of Oxford, 2016. https://ora.ox.ac.uk/objects/uuid:380ad3b8-c973-4184-8f67-9d6c785760c9.

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Seismic loading is one of the biggest threats to the stability of masonry architecture is many parts of the world. Buildings that have stood for centuries under their self-weight, could suffer collapse in an unprecedented seismic event. The current research aims at furthering our understanding of how masonry vaulted buildings behave in earthquakes. Our ability to anticipate damages or collapse of existing structures will depend on this understanding. Based on the study of ancient Roman buildings, this work focuses on types of masonry that exhibit cohesive behaviour due to the presence of stron
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Saloustros, Savvas. "Tracking localized cracks in the computational analysis of masonry structures." Doctoral thesis, Universitat Politècnica de Catalunya, 2017. http://hdl.handle.net/10803/461714.

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Numerical methods aid significantly the engineering efforts towards the conservation of existing masonry structures and the design of new ones. Among them, macro-mechanical finite element methods based on the smeared crack approach are commonly preferred as an affordable choice for the analysis of large masonry structures. Nevertheless, they usu-ally result in a non-realistic representation of damage as smeared over large areas of the structure, which hampers the correct interpretation of the damage pattern. Additionally, a more critical pathology of this approach is the mesh-dependency, which
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9

Brahmachari, Koushik, of Western Sydney Hawkesbury University, of Science Technology and Agriculture Faculty, and School of Construction and Building Sciences. "Connection and flexural behaviour of steel RHS filled with high strength concrete." THESIS_FTA_CBS_BRAHMACHARI_K.xml, 1997. http://handle.uws.edu.au:8081/1959.7/526.

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Steel hollow section members filled with concrete have been frequently used in recent construction industry as columns and beams and beam-columns because of their superior performance and constructability. Previous research demonstrated that such system has large energy absorption capacity which is critical in the event of an earthquake. By filling steel RHS with concrete, the failure of the steel shell due to local buckling can be delayed and the ductility of the concrete core can be improved as a result of the confinement of the steel shell. This type of composite section may be used in vari
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Bates, Stephen John. "A regional evaluation of the shear detachements and brittle-ductile structures of the western foreland margin of the Adelaide Fold-Thrust Belt, northern Mount Lofty Ranges, South Australia /." Title page, contents and abstract only, 1997. http://web4.library.adelaide.edu.au/theses/09SB/09sbb329.pdf.

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Thesis (B. Sc.(Hons.))--University of Adelaide, Dept. of Geology and Geophysics, 1998.<br>Two folded, coloured maps in packet pasted onto back cover. National Grid Reference (SI 54-9) 6629-11; 12, 19, 20 (SI 54-5) 6530-06; 07, 6630-01 1:10 000 sheets. Includes bibliographical references (6 leaves ).
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Libros sobre el tema "Brittle structures"

1

Maranian, Peter. Reducing brittle and fatigue failures in steel structures. American Society of Civil Engineers, 2010.

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Maranian, Peter. Reducing brittle and fatigue failures in steel structures. American Society of Civil Engineers, 2010.

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Reducing brittle and fatigue failures in steel structures. American Society of Civil Engineers, 2010.

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Zia-Ebrahimi, F. Ductile-to-brittle transition in steel weldments for arctic structures. U.S. Dept. of Commerce, National Bureau of Standards, 1985.

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Zia-Ebrahimi, F. Ductile-to-brittle transition in steel weldments for arctic structures. U.S. Dept. of Commerce, National Bureau of Standards, 1985.

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Zia-Ebrahimi, F. Ductile-to-brittle transition in steel weldments for arctic structures. U.S. Dept. of Commerce, National Bureau of Standards, 1985.

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Zia-Ebrahimi, F. Ductile-to-brittle transition in steel weldments for arctic structures. U.S. Dept. of Commerce, National Bureau of Standards, 1985.

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Avest, F. J. ter. Small scale test and wide plate test evaluation in relation to brittle fracture in welded structures. Commission of the European Communities Directorate-General Information Market and Innovation, 1985.

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Workshop on Mechanics of Quasi-Brittle Materials and Structures (1998 Česká Technická Univerzita v Praze). Mechanics of quasi-brittle materials and structures: A volume in honour of Professor Zdenek P. Bazant 60th birthday. Edited by Bažant Z. P, Bittnar Zdeněk, Gérard Bruno, and Pijaudier-Cabot Gilles. Hermes Science, 1999.

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Caine, Jonathan Saul. Questa baseline and premining ground-water quality investigation 18. Characterization of brittle structures in the Questa Caldera and their potential influence on bedrock ground-water flow, Red River Valley, New Mexico. U.S. Dept. of the Interior, U.S. Geological Survey, 2006.

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Capítulos de libros sobre el tema "Brittle structures"

1

Mandl, Georg. "Fault Structures." In Faulting in Brittle Rocks. Springer Berlin Heidelberg, 2000. http://dx.doi.org/10.1007/978-3-662-04262-5_6.

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Woollin, P., and J. F. Knott. "Brittle Fracture Initiation in Local Brittle Zones." In Fracture of Engineering Materials and Structures. Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3650-1_95.

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Fonseca, Irene. "Non-Brittle and Brittle Thin Films — Lectures I, II." In Classical and Advanced Theories of Thin Structures. Springer Vienna, 2008. http://dx.doi.org/10.1007/978-3-211-85430-3_6.

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Breysse, Denis. "A Probabilistic Model for Damage of Concrete Structures." In Brittle Matrix Composites 2. Springer Netherlands, 1989. http://dx.doi.org/10.1007/978-94-009-2544-1_24.

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Zaitsev, Yu V., A. A. Ashrabov, and M. B. Kazatskij. "Simulation of Crack Propagation in Various Concrete Structures." In Brittle Matrix Composites 1. Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-009-4319-3_37.

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Schorn, H., and U. Rode. "Numerical Simulation of 3d Crack Formations in Concrete Structures." In Brittle Matrix Composites 2. Springer Netherlands, 1989. http://dx.doi.org/10.1007/978-94-009-2544-1_15.

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Czarnecki, Lech, and Vladimir Weiss. "Meaning of Synergy Effects in Composite Materials and Structures." In Brittle Matrix Composites 2. Springer Netherlands, 1989. http://dx.doi.org/10.1007/978-94-009-2544-1_54.

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Lauf, S., and R. F. Pabst. "Fatigue Behaviour of SiSiC Composite Structures at Elevated Temperature." In Brittle Matrix Composites 1. Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-009-4319-3_9.

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Nikitin, L. V. "Fracture of Brittle Materials under Compression." In Fracture of Engineering Materials and Structures. Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3650-1_123.

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Boettcher, Rolf-Dieter. "New Applications of High Strength Aranid Fiber Composites in Concrete Structures." In Brittle Matrix Composites 3. Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3646-4_33.

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Actas de conferencias sobre el tema "Brittle structures"

1

HELLER, R., S. THANGJITHAM, and I. YEO. "Size Effects in Brittle Ceramics." In 31st Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1990. http://dx.doi.org/10.2514/6.1990-1113.

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Gao, Zhenyuan, Liang Zhang, and Wenbin Yu. "A nonlocal constitutive model for damageable brittle and quasi-brittle materials." In 58th AIAA/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference. American Institute of Aeronautics and Astronautics, 2017. http://dx.doi.org/10.2514/6.2017-0654.

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Bowman, Mark D. "Brittle Fracture of the Blue River Bridge." In Structures Congress 2004. American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40700(2004)46.

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Brož, P. "Dynamic interpretation of brittle fracture." In STRUCTURES UNDER SHOCK AND IMPACT 2006. WIT Press, 2006. http://dx.doi.org/10.2495/su060321.

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VASKO, T., and B. CASSENTI. "The statistical prediction of failure location in brittle test specimens." In 27th Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1986. http://dx.doi.org/10.2514/6.1986-885.

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LIU, W., and Y. LUA. "A statistical approach to the brittle fracture of a multi-phase solid." In 32nd Structures, Structural Dynamics, and Materials Conference. American Institute of Aeronautics and Astronautics, 1991. http://dx.doi.org/10.2514/6.1991-1046.

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Connor, J. Robert, John W. Fisher, and William J. Wright. "Recent Brittle Fractures in Steel Bridges and Preventative Mitigation Strategies." In Structures Congress 2005. American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40753(171)35.

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Mahadevan, Sankaran, and Animesh Dey. "Adaptive Monte Carlo simulation for time-variant reliability analysis of brittle structures." In 37th Structure, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1996. http://dx.doi.org/10.2514/6.1996-1647.

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Carpinteri, A. "Ductile-to-brittle transition in fiber-reinforced brittle-matrix composites: Scale and fiber volume fraction effects." In 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2019. http://dx.doi.org/10.21012/fc10.234076.

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BALLARINI, R., S. ISLAM, and P. CHARALAMBIDES. "Near-tip dual-length scale mechanics of mode-I cracking in laminate brittle matrix composites." In 33rd Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1992. http://dx.doi.org/10.2514/6.1992-2491.

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Informes sobre el tema "Brittle structures"

1

Jonathan A Salem and Lynn Powers. Reliability Analysis of Brittle, Thin Walled Structures. Office of Scientific and Technical Information (OSTI), 2007. http://dx.doi.org/10.2172/899161.

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Zia-Ebrahimi, F. Ductile-to-brittle transition in steel weldments for arctic structures. National Bureau of Standards, 1985. http://dx.doi.org/10.6028/nbs.ir.85-3020.

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Twelker, Evan, R. J. Newberry, T. J. Naibert, et al. New bedrock mapping highlights the importance of brittle and ductile structure in the tectonics and metallogeny of the eastern Yukon-Tanana Upland, Alaska (poster); Cordilleran Tectonics Workshop, Anchorage, Alaska, February 22-23, 2020. Alaska Division of Geological & Geophysical Surveys, 2020. http://dx.doi.org/10.14509/30429.

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