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Artículos de revistas sobre el tema "Brittle structures"

Autor: Grafiati

Publicado: 4 de junio de 2021

Última modificación: 14 de febrero de 2022

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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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2

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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4

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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5

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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6

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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7

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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8

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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10

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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11

Seweryn, Andrzej. "Brittle fracture criterion for structures with sharp notches." Engineering Fracture Mechanics 47, no. 5 (1994): 673–81. http://dx.doi.org/10.1016/0013-7944(94)90158-9.

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12

Bennett, Richard M. "Reliability analysis of frame structures with brittle components." Structural Safety 2, no. 4 (1985): 281–90. http://dx.doi.org/10.1016/0167-4730(85)90014-1.

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13

Kam, T. Y., and H. C. Chew. "Reliability analysis of brittle structures under random loadings." Computers & Structures 26, no. 6 (1987): 1005–10. http://dx.doi.org/10.1016/0045-7949(87)90117-9.

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14

Tai-Yan, Kam. "Reliability analysis of brittle structures under thermal shocks." Engineering Fracture Mechanics 32, no. 3 (1989): 443–48. http://dx.doi.org/10.1016/0013-7944(89)90315-9.

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15

Ji, Yangqi, and Xiaoli Yuan. "Elastic Properties and Electronic Properties of MxNy (M = Ti, Zr) from First Principles Calculations." Materials 11, no. 9 (2018): 1640. http://dx.doi.org/10.3390/ma11091640.

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The elastic properties and electronic properties of MxNy (M = Ti, Zr) TiN, Ti2N, Zr3N4, ZrN with different structures have been investigated using density functional theory. Through the calculation of the elastic constants, it was found that all of these structures meet the mechanical stability except for ZrN with space group P63mc. Their mechanical properties are studied by a comparison of various parameters. The stiffness of TiN is larger than that of ZrN with space group Fm 3 ¯ m. Ti2N’s stiffness with space group I41/amdz is larger than Ti2N with space group P42/mnm. Zr3N4’s stiffness with

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16

Megget, Leslie M. "From brittle to ductile." Bulletin of the New Zealand Society for Earthquake Engineering 39, no. 3 (2006): 158–69. http://dx.doi.org/10.5459/bnzsee.39.3.158-169.

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This paper traces the development of seismic structural design in New Zealand since the 1931 Hawke’s Bay Earthquake, with emphasis on reinforced concrete buildings. From the mainly rigid and brittle unreinforced masonry structures which behaved so poorly in the 1931 earthquake through the development of flexible ductile seismic design and base (seismic) isolation of the 60’s to 80’s to today where the structural engineer is expected to design and construct a building which will not only remain standing with little damage but will be operational a short time after the major earthquake. In some

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17

Lawn, Brian R., Yan Deng, Pedro Miranda, Antonia Pajares, Herzl Chai, and Do Kyung Kim. "Overview: Damage in brittle layer structures from concentrated loads." Journal of Materials Research 17, no. 12 (2002): 3019–36. http://dx.doi.org/10.1557/jmr.2002.0440.

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In this article, we review recent advances in the understanding and analysis of damage initiation and evolution in laminate structures with brittle outerlayers and compliant sublayers in concentrated loading. The relevance of such damage to lifetime-limiting failures of engineering and biomechanical layer systems is emphasized. We describe the results of contact studies on monolayer, bilayer, trilayer, and multilayer test specimens that enable simple elucidation of fundamental damage mechanics and yet simulate essential function in a wide range of practical structures. Damage processes are obs

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18

Kirkwood, Donna, and Michel Malo. "Across-strike geometry of the Grand Pabos fault zone: evidence for Devonian dextral transpression in the Quebec Appalachians." Canadian Journal of Earth Sciences 30, no. 7 (1993): 1363–73. http://dx.doi.org/10.1139/e93-117.

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The principal faults of southeastern Gaspé Peninsula in Quebec consist of a central high-strain zone that is characterized by mainly ductile deformation structures and bordered by low-strain zones each dominated by brittle deformation structures. The overall geometry of shear fractures within the low-strain zones is quite similar to the expected geometry of Riedel shear fractures. The brittle structures overprint the dominant C–S-type fabric of the high-strain zone, which implies that brittle deformation outlasted ductile deformation. The asymmetry of local micro- to meso-scale deformation fea

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19

Bagal, Abhijeet, Erinn C. Dandley, Junjie Zhao, et al. "Multifunctional nano-accordion structures for stretchable transparent conductors." Materials Horizons 2, no. 5 (2015): 486–94. http://dx.doi.org/10.1039/c5mh00070j.

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20

Mawer, C. K., and J. C. White. "Sense of displacement on the Cobequid–Chedabucto fault system, Nova Scotia, Canada." Canadian Journal of Earth Sciences 24, no. 2 (1987): 217–23. http://dx.doi.org/10.1139/e87-024.

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The Cobequid–Chedabucto fault system of the Canadian Appalachians is a major anastomosing fault system over 300 km in length. It separates the Meguma Terrane of southern Nova Scotia from the Avalon Terrane to the north. These terranes are distinct tectonic and lithological entities in the Appalachian Orogen. Two areas at either end of this fault system have been examined in detail to determine the sense and history of offset along it. Both areas are situated on major component fault zones of the system, and both exhibit structures due to early intense ductile shearing that are overprinted by s

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21

An, Gyubaek, Jeongung Park, and Hongyeol Bae. "Brittle Fracture Avoidance Technology in Large Structures with Thick Steel Plates." Journal of Nanoscience and Nanotechnology 21, no. 9 (2021): 4926–30. http://dx.doi.org/10.1166/jnn.2021.19252.

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The 460-MPa-class steel was developed by thermomechanical control process for shipbuilding, and the maximum plate thickness was 100 mm, which has the fine grain size as 5–20 µm. The surfaces were studied in terms of micro and nano structures, surface roughness, and surface energy to evaluate the effect of fracture toughness in large steel structure. The thick steel plate has possibility to occur unstable fracture because the fracture toughness will be decrease with increase of thickness. The increase in the temperature in thermomechanical control process accelerated the surface energy and crea

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22

Bulatović, Srđan, Vujadin Aleksić, Ljubica Milović, and Bojana Zečević. "AN ANALYSIS OF IMPACT TESTING OF HIGH STRENGTH LOW-ALLOY STEELS USED IN SHIP CONSTRUCTION." Brodogradnja 72, no. 3 (2021): 1–12. http://dx.doi.org/10.21278/brod72301.

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Brittle damages have been examined widely since welding became common practice when it comes to carrying out robust structures. Welded structure of the ship hull has to be continuous. Brittle damages that occur on hull structures have always been examined thoroughly. Cracks are most commonly initiated at locations where stress concentrators exist. These concentrators can originate due to flaws that occur during the design phase or due to mistakes that occur during the assembly of the structure. When it comes to failures and damages that occur at ship structures, it has been noticed that damage

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23

Dhanasekar, Manicka, Tatheer Zahra, Ali Jelvehpour, Sarkar Noor-E-Khuda, and David P. Thambiratnam. "Modelling of Auxetic Foam Embedded Brittle Materials and Structures." Applied Mechanics and Materials 846 (July 2016): 151–56. http://dx.doi.org/10.4028/www.scientific.net/amm.846.151.

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Building structures use brittle materials extensively. Under impact or blast loads these structures perform poorly due to tensile strains caused by Poisson’s effect normal to the direction of such loadings. Auxetic materials exhibit negative Poisson’s ratio – a property which can be exploited to eliminate those tensile strains. In this study, Auxetic layers embedded masonry is modelled using a representative volume element (RVE) with periodic boundary conditions and an explicit finite element (EFE) modelling method for a boundary value problem of a masonry wall with an Auxetic foam rendered fa

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24

PINEAU, Andr^ ^eacute;. "Local Approach of Brittle Fracture in Metallic Welded Structures." JOURNAL OF THE JAPAN WELDING SOCIETY 80, no. 1 (2011): 70–83. http://dx.doi.org/10.2207/jjws.80.70.

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25

Hooi, P., O. Addison, and G. J. P. Fleming. "Strength Determination of Brittle Materials as Curved Monolithic Structures." Journal of Dental Research 93, no. 4 (2014): 412–16. http://dx.doi.org/10.1177/0022034514523621.

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26

Panagouli, O. K., E. S. Mistakidis, and P. D. Panagiotopoulos. "On the fractal fracture in brittle structures Numerical approach." Computer Methods in Applied Mechanics and Engineering 147, no. 1-2 (1997): 1–15. http://dx.doi.org/10.1016/s0045-7825(97)00016-9.

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27

Masoero, E., F. K. Wittel, H. J. Herrmann, and B. M. Chiaia. "Progressive Collapse Mechanisms of Brittle and Ductile Framed Structures." Journal of Engineering Mechanics 136, no. 8 (2010): 987–95. http://dx.doi.org/10.1061/(asce)em.1943-7889.0000143.

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28

Chen, Teng Hui. "Fracture Analysis for Attaching Fiber Reinforced Composite on V-Notch Wedge Structure." Materials Science Forum 909 (November 2017): 133–42. http://dx.doi.org/10.4028/www.scientific.net/msf.909.133.

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Sharp V-notches with various angles often appear in engineering structures. When being loaded, the high stress at the apex could result in crack propagation on the structure and further fracture. For this reason, safety evaluation should be emphasized for products or engineering structures with such geometric characteristics. Sharp V-notches are regarded as wedge structures that the above situations seriously and often appear on brittle materials. Regarding the stress intensity factor K of the driving force for wedge structure failure, Chen, Dunn, and Seweryn, with numerical analysis for the f

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29

Shen, Xin Pu, and Xiao Chun Wang. "Comparative Studies on Mixed Mode Cohesive Interface Cracks of Quasi-Brittle Materials." Applied Mechanics and Materials 584-586 (July 2014): 1780–88. http://dx.doi.org/10.4028/www.scientific.net/amm.584-586.1780.

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Concerning on the modelling of quasi-brittle fracture process zone at interface crack of quasi-brittle materials and structures, typical constitutive models of mixed mode interface cracks were compared. Numerical calculations of the constitutive behaviours of selected models were carried out at local level. Aiming at the simulation of quasi-brittle fracture of concrete-like materials and structures, the emphases of the qualitative comparisons of selected cohesive models are focused on: (1) the fundamental mixed mode fracture behaviours of selected interface crack models; (2) dilatancy properti

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30

Gardner, R., S. Piazolo, and N. Daczko. "Pinch and swell structures: evidence for brittle-viscous behaviour in the middle crust." Solid Earth Discussions 7, no. 2 (2015): 1517–54. http://dx.doi.org/10.5194/sed-7-1517-2015.

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Abstract. The flow properties of middle to lower crustal rocks are commonly represented by viscous flow. However, examples of pinch and swell structures found in a mid-crustal high strain zone at St. Anne Point (Fiordland, New Zealand) suggest pinch and swell structures are initiated by brittle failure of the more competent layer in conjunction with material softening. On this basis we develop a flexible numerical model using brittle-viscous flow where Mohr–Coulomb failure is utilised to initiate pinch and swell structure development. Results show that pinch and swell structures develop in a c

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31

Tran, Quoc Phong. "Analysis of various failure models of steel-wood connections with self-drilling dowels." Вестник гражданских инженеров 17, no. 5 (2020): 72–81. http://dx.doi.org/10.23968/1999-5571-2020-17-5-72-81.

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The load-bearing capacity of the dowel connections of wooden structures is determined by two limiting states, namely, by the failure of wood (crumpling) or deformation of steel dowel (bending). Both failure models are plastic. In some cases, brittle failure is possible, which will determine the load-bearing capacity of the connection. However, the regulations in the Russian Federation do not consider the brittle failure of dowel connections because this type of failure is excluded by the rules for placing dowels. Appendix A of Eurocode 5 includes types of brittle failure caused by chipping of

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32

Zheng, Heng Xiang, and Qian Zhao. "Study on Fracture Criterion for Concrete and other Brittle Materials." Applied Mechanics and Materials 357-360 (August 2013): 821–24. http://dx.doi.org/10.4028/www.scientific.net/amm.357-360.821.

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The main defect in concrete and other brittle materials was the crack in the materials which would cause the structures brittle fracture. So it is very important to study the development of cracks in the concrete structure. This article researched the criterion of the shortest distance from the crack tip to the plastic zone edge for concrete and other brittle materials based on the least distance in plastic zone theories. The numerical example verified that the proposed criterion could solve the low stress brittle fracture phenomena in engineering better.

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33

Hermann, Ilja, Sanjit Bhowmick, Yu Zhang, and Brian R. Lawn. "Competing fracture modes in brittle materials subject to concentrated cyclic loading in liquid environments: Trilayer structures." Journal of Materials Research 21, no. 2 (2006): 512–21. http://dx.doi.org/10.1557/jmr.2006.0056.

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A study is made of top-surface cracks induced in brittle trilayers by cyclic indentation with a hard sphere in water. The trilayers consist of an external brittle layer (veneer) fused to an inner stiff and hard ceramic support layer (core), in turn adhesively bonded to a thick compliant base (substrate). These structures are meant to simulate essential aspects of dental crowns, but their applicability extends to a range of engineering coating systems. The study follows on from like studies of brittle monoliths and brittle-plate/soft-substrate bilayers. Competing fracture modes in the outer bri

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34

Al-Hakari, Salim H. Sulaiman. "Paleostress analysis from brittle failure and minor structures in Dokan Area, Kurdistan Region, NE of Iraq ." Journal of Zankoy Sulaimani - Part A 18, no. 2 (2016): 283–310. http://dx.doi.org/10.17656/jzs.10522.

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35

Ogorelkov, Dmitriy, Vladimir Mironov, and Olga Lukashuk. "Durability of metal structures under quasi-static load." MATEC Web of Conferences 224 (2018): 02091. http://dx.doi.org/10.1051/matecconf/201822402091.

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Failure of materials and structures is one of unresolved problems of mechanics. This paper offers an approximate approach to assessing durability of products on the basis of a mechanical experiment. The experiment represents the fatigue process as a transition of a plastic material into its brittle state. A simplified physical model – which could be used to build a mathematical model of fatigue process – hangs on a local transition of a plastic material into its brittle state. The calculation methodology includes both an original part on cyclic degradation of material strength and correlations

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36

Teixeira, Pedro, Dulce Maria Rodrigues, and Altino Loureiro. "Modelling Local Brittle Zones in Welds Using the Finite Element Method." Materials Science Forum 514-516 (May 2006): 1419–23. http://dx.doi.org/10.4028/www.scientific.net/msf.514-516.1419.

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This paper reports the results of a numerical study concerning the influence of local brittle zones intersecting the crack front on the fracture behaviour of welded joints. This work was performed using the numerical simulation of the three point bending test of weld samples with different amount of brittle structures at the crack front. Using 3D finite element discretization it was possible to simulate welded samples with very small fractions of brittle zone at the crack front, such as 5 %. Comparing the results of samples with increasing proportion of brittle zone it was observed a significa

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37

Chen, Jian Yun, Lin Qiang Ji, Qiang Xu, and Jing Li. "Numerical Verification of Brittle Material Failure Model Test." Applied Mechanics and Materials 405-408 (September 2013): 2053–56. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.2053.

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The failure shaking table model test of mass concrete structures is an important basis for understanding to the actual failure of structures. This paper derived all kinds of similar scales between model and prototype in nonlinear dynamic shaking table test, and constructed the reduced scale nonlinear numerical simulation model. The numerical results show that the failure of model and prototype matches the nonlinear similarity theory. Besides, the effect of the characteristics of ground motion was studied and it cannot be ignored to ensure the accuracy of the test.

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38

Turner, J. D. "Assessing the Damaging Effect of Continuous Vibration in Brittle Structures." International Journal of Mechanical Engineering Education 21, no. 4 (1993): 327–36. http://dx.doi.org/10.1177/030641909302100403.

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It is common practice to measure vibration amplitudes in terms of acceleration levels when assessing the likelihood that a particular broad-band vibration will cause damage to a brittle structure, such as a bridge or building. The practical relevance of this is in the assessment of structures exposed to broad-band vibration such as that produced by machinery or road and rail traffic. This paper presents a theoretical prediction that peak velocity is the most appropriate quantity to measure for beam-like structures, since it can be shown to be more closely related to peak strain than to peak ac

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39

Sieber, Lars, and Richard Stroetmann. "Assessment Methods to Avoid Brittle Failure of Old Steel Structures." IABSE Symposium Report 99, no. 5 (2013): 1823–30. http://dx.doi.org/10.2749/222137813806548361.

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40

Santos, Maurício Guerreiro Martinho dos, Renato Paes de Almeida, and Antonio Romalino Santos Fragoso-Cesar. "Paleostress Analysis in Brittle Structures of the Camaquã Copper Mines." Revista Brasileira de Geociências 42, no. 3 (2012): 573–84. http://dx.doi.org/10.25249/0375-7536.2012423573584.

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41

Shenhav, Lihi, and Dov Sherman. "Fracture of 3D printed brittle open-cell structures under compression." Materials & Design 182 (November 2019): 108101. http://dx.doi.org/10.1016/j.matdes.2019.108101.

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42

Lepov, Valeriy, Albert Grigoriev, Mbelle Samuel Bisong, and Kyunna Lepova. "Brittle Fracture Modeling for Steel Structures operated in the Extreme." Procedia Structural Integrity 5 (2017): 777–84. http://dx.doi.org/10.1016/j.prostr.2017.07.169.

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43

Dems, K., and Z. Mróz. "Stability Conditions for Brittle-Plastic Structures with Propagating Damage Surfaces∗." Journal of Structural Mechanics 13, no. 1 (1985): 95–122. http://dx.doi.org/10.1080/03601218508907492.

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44

Bažant, Zdeněk P., and Yunping Xi. "Statistical Size Effect in Quasi‐Brittle Structures: II. Nonlocal Theory." Journal of Engineering Mechanics 117, no. 11 (1991): 2623–40. http://dx.doi.org/10.1061/(asce)0733-9399(1991)117:11(2623).

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45

Kabaldin, Yu G., M. S. Anosov, M. V. Zhelonkin, and A. A. Golovin. "Brittle Failure of Low-Carbon Steel Structures at Low Temperatures." Russian Engineering Research 37, no. 12 (2017): 1062–69. http://dx.doi.org/10.3103/s1068798x17120073.

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46

Ford, Chris, Tarek Qasim, Mark B. Bush, et al. "Margin failures in crown-like brittle structures: Off-axis loading." Journal of Biomedical Materials Research Part B: Applied Biomaterials 85B, no. 1 (2008): 23–28. http://dx.doi.org/10.1002/jbm.b.30911.

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47

da Costa-Mattos, Heraldo, Stella Maris Pires-Domingues, and Fernando Alves Rochinha. "Structural failure prediction of quasi-brittle structures: Modeling and simulation." Computational Materials Science 46, no. 2 (2009): 407–17. http://dx.doi.org/10.1016/j.commatsci.2009.03.022.

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48

Priel, Elad, Arie Bussiba, Ilan Gilad, and Zohar Yosibash. "Mixed mode failure criteria for brittle elastic V-notched structures." International Journal of Fracture 144, no. 4 (2007): 247–65. http://dx.doi.org/10.1007/s10704-007-9098-x.

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49

Salvadori, A., and A. Giacomini. "The most dangerous flaw orientation in brittle materials and structures." International Journal of Fracture 183, no. 1 (2013): 19–28. http://dx.doi.org/10.1007/s10704-013-9872-x.

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50

Hunt, G. W., and G. Baker. "Principles of localization in the fracture of quasi-brittle structures." Journal of the Mechanics and Physics of Solids 43, no. 7 (1995): 1127–50. http://dx.doi.org/10.1016/0022-5096(95)00028-h.

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