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Articles de revues sur le sujet « Bonded structures »

Auteur : Grafiati
Publié le 4 juin 2021
Mis à jour le 2 février 2022

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1

Takagi, Nozomi, et Shigeru Nagase. « Tin Analogues of Alkynes. Multiply Bonded Structures vs Singly Bonded Structures ». Organometallics 26, no 3 (janvier 2007) : 469–71. http://dx.doi.org/10.1021/om060993v.

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2

Bishop, Roger, Donald C. Craig, Vi T. Nguyen et Marcia L. Scudder. « Dialcohol Hydrogen Bonded Ladder Structures ». Molecular Crystals and Liquid Crystals 390, no 1 (1 janvier 2003) : 19–25. http://dx.doi.org/10.1080/10587250216163.

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3

WEAIRE, D., C. O’CARROLL et M. AL-HOURANI. « EQUILIBRATION OF TETRAHEDRALLY BONDED STRUCTURES ». Modern Physics Letters B 01, no 01n02 (mai 1987) : 39–47. http://dx.doi.org/10.1142/s0217984987000065.

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Tetrahedrally bonded structures, of the kind used in the study of amorphous silicon, are often relaxed to minimise energy within a simple potential scheme such as that of Keating. We discuss how this may be executed in a simple but highly efficient manner, as is desirable whenever the structure is modified many times in a Monte Carlo calculation.
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4

Luckyram, Jeenarainsingh, et Alan E. Vardy. « Shear displacement in bonded structures ». Journal of Constructional Steel Research 16, no 1 (janvier 1990) : 71–84. http://dx.doi.org/10.1016/0143-974x(90)90005-2.

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Oumeraci, Hocine, Tijl Staal, Saskia Pfoertner, Matthias Kudella, Stefan Schimmels et Henk Jan Verhagen. « HYDRAULIC PERFORMANCE OF ELASTOMERIC BONDED PERMEABLE REVETMENTS AND SUBSOIL RESPONSE TO WAVE LOADS ». Coastal Engineering Proceedings 1, no 32 (21 janvier 2011) : 22. http://dx.doi.org/10.9753/icce.v32.structures.22.

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Elastomeric bonded permeable revetments, also called PBA (Polyurethane bonded aggregate) revetments, are highly porous structures made of mineral aggregates (e.g. crushed stones) which are durably and elastically bonded by polyurethane (PU). Despite their numerous advantages as compared to conventional revetments and the large experience available from more than 25 pilot projects, physically-based design formulae to predict their hydraulic performance, wave loading and response are still lacking. Therefore, the present study aims at improving the understanding of the processes involved in the interaction between wave, revetment and foundation, based on large-scale model tests performed in the Coastal Research Centre (FZK), Hannover/Germany, and to provide prediction formulae/diagrams. This paper is focused on the prediction of the hydraulic performance (wave reflection, wave run-up and run-down) and the response of the sand core (pore pressure and effective stress) beneath the revetment for a wide range of wave conditions, including the analysis of an observed failure due to transient soil liquefaction.
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Liebisch, Sven, Juan Carlos Alcérreca Huerta, Andreas Kortenhaus et Hocine Oumeraci. « BONDED POROUS REVETMENTS – EFFECT OF POROSITY ON WAVE-INDUCED LOADS AND HYDRAULIC PERFORMANCE ». Coastal Engineering Proceedings 1, no 33 (25 octobre 2012) : 45. http://dx.doi.org/10.9753/icce.v33.structures.45.

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The porosity and roughness of bonded revetments are both crucial for the hydraulic performance and the wave loading of the revetment and its foundation, and thus for the stability and durability of the entire structure. This is briefly shown by the selected results of a tentative comparative analysis of two large-scale test series performed in the Large Wave Flume (GWK) Hanover with two significantly different revetments: a highly porous and rough polyurethane bonded aggregate (PBA) revetment and an almost impermeable and relatively smooth interlocked pattern placed block (IPPB) revetment. These results motivated the initiation of the three years research project BoPoRe (Bonded Porous Revetments) which has the primary objective to investigate more systematically and separately the relative importance of both porosity and roughness for different slope steepnesses. This project is briefly introduced and the first results of preliminary scale model tests using 9 configurations for the porosity and roughness of the revetment subject to a wide range of wave conditions (surf similarity parameters 0.93-7.21) are briefly discussed.
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7

Sebastian Pap, J. zsef, Tom Schiefer et Irene Jansen. « Adhesively Bonded Structures withHybrid Yarn Textile-reinforced Plastics ». Journal of The Adhesion Society of Japan 51, s1 (2015) : 229–30. http://dx.doi.org/10.11618/adhesion.51.229.

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Wong, Ee-Hua, et Johan Liu. « Design Analysis of Adhesively Bonded Structures ». Polymers 9, no 12 (1 décembre 2017) : 664. http://dx.doi.org/10.3390/polym9120664.

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9

Potluri, P., E. Kusak et T. Y. Reddy. « Novel stitch-bonded sandwich composite structures ». Composite Structures 59, no 2 (février 2003) : 251–59. http://dx.doi.org/10.1016/s0263-8223(02)00087-9.

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10

Fournel, F., C. Martin-Cocher, D. Radisson, V. Larrey, E. Beche, C. Morales, P. A. Delean, F. Rieutord et H. Moriceau. « Water Stress Corrosion in Bonded Structures ». ECS Journal of Solid State Science and Technology 4, no 5 (2015) : P124—P130. http://dx.doi.org/10.1149/2.0031505jss.

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11

Stone, Anthony J. « Are Halogen Bonded Structures Electrostatically Driven ? » Journal of the American Chemical Society 135, no 18 (25 avril 2013) : 7005–9. http://dx.doi.org/10.1021/ja401420w.

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12

Ciupack, Yvonne, Hartmut Pasternak, Manuel Schiel et Erdeniz Ince. « Adhesive bonded joints in steel structures ». Steel Construction 7, no 3 (septembre 2014) : 178–82. http://dx.doi.org/10.1002/stco.201410029.

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13

INABA, Koichi, Susumu YAMASHITA et Hideo KOGUCHI. « 21209 Stress Analysis of Bonded Structures ». Proceedings of Conference of Kanto Branch 2008.14 (2008) : 311–12. http://dx.doi.org/10.1299/jsmekanto.2008.14.311.

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14

Adams, Robert D. « The nondestructive evaluation of bonded structures ». Construction and Building Materials 4, no 1 (mars 1990) : 3–8. http://dx.doi.org/10.1016/0950-0618(90)90011-o.

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Hutchinson, P. R. « Strengthening structures with externally bonded reinforcement ». Construction and Building Materials 6, no 1 (mars 1992) : 43–46. http://dx.doi.org/10.1016/0950-0618(92)90028-w.

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16

Alderliesten, R. C. « Damage tolerance of bonded aircraft structures ». International Journal of Fatigue 31, no 6 (juin 2009) : 1024–30. http://dx.doi.org/10.1016/j.ijfatigue.2008.05.001.

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17

Sen, Arindam, Paul W. Yang, Henry H. Mantsch et Sek-Wen Hui. « Extended hydrogen-bonded structures of phosphatidylethanolamine ». Chemistry and Physics of Lipids 47, no 2 (juin 1988) : 109–16. http://dx.doi.org/10.1016/0009-3084(88)90079-5.

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18

Ai, Chun An, Yu Liu, Zhi Gao Xu et Jian Li. « Study of Ultrasonic Wave Propagation Characteristics in Multilayer Bonded Structures ». Applied Mechanics and Materials 204-208 (octobre 2012) : 903–7. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.903.

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The reflection and transmission coefficient equations in multilayer bonded structures have been achieved by improved global matrix algorithm. The change of bonded strength have been simulated by the change of shear velocity in bonded layer.The curve between reflection coefficient and angle of incidence in immersion and plane ultrasonic longitudinal wave have been calculated in different bonding strength and the same frequency. The emulational graph had been compared and analyzed. The quantitative test of bonding strength and orientation of poor bonded district have been implemented. The conclusion can provide theoretic guidance for experimental research of bonded strength.
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19

Herák, D., R. Chotěborský, M. Müller et P. Hrabě. « Bonded wooden balks ». Research in Agricultural Engineering 51, No. 4 (7 février 2012) : 145–51. http://dx.doi.org/10.17221/4917-rae.

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The paper describes the basic type models of wooden balk structures, their use and typical dimensions of balks. Further the calculation of bonded wooden balks is described. The paper also contains the summary of basic type models with bonded wooden balks. Finally the orientation values for the design of construction elements are described.
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20

Al Samhan, Ali M. « Strength Prediction of Bonded T-Peel Joint with Single Overlap Support ». Advanced Materials Research 236-238 (mai 2011) : 781–88. http://dx.doi.org/10.4028/www.scientific.net/amr.236-238.781.

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Bonded structure are commonly three types, purely adhesive bonded, weld-bonded and adhesive/mechanical structures. Generally, peel and overlapped joints are commonly used in the development of bonded structures. T-Peel bonded joint has week tensile loading strength compare to double-overlap bonded joint. The present work aimed to predicting the strength of bonded T-peel joint with single overlap support using finite-element method. For comparison purposes, normal bonded T-peel joint is included in this study. It was found the introduction of a single overlap support for bonded T-peel joint strengthening the joint by 300%. Furthermore, it was reported that the proposed joint strength increased further with increase of the overlap support plate length and thickness.
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21

Lees, J. M., et G. Makarov. « Mechanical/bonded joints for advanced composite structures ». Proceedings of the Institution of Civil Engineers - Structures and Buildings 157, no 1 (janvier 2004) : 91–97. http://dx.doi.org/10.1680/stbu.2004.157.1.91.

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22

Daňková, Jana, Tereza Majstríková et Pavel Mec. « Bonded Joints in Water-Repellent Timber Structures ». Key Engineering Materials 714 (septembre 2016) : 3–9. http://dx.doi.org/10.4028/www.scientific.net/kem.714.3.

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Water in liquid and gaseous form is the main factor which significantly affects degradation processes in the wood. The mechanism and rate of wooden degradation processes can be effectively influenced by appropriate methods and technologies for its protection. However new knowledge, based on the possibilities of application of modern physical and chemical analytical methods, confirms that most well-known and previously commonly used protective equipment damages wooden structure. Many chemical substances, which are included in preservatives such as organic and inorganic biocides, or also flame retardants, are declared to be environmentally unacceptable. Nowadays, environmentally friendly treatment technologies of wood have increased attention to the above reasons. Wooden treatment by silicones ranks among the technologies which repellent, fire resistant and corrosion effectiveness is demonstrated by many authors. This article presents results of the experimental study that deals with the mechanical properties of bonded joints in the wood treated by silicones.
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23

Kawahata, Masatoshi, Miku Matsuura, Masahide Tominaga, Kosuke Katagiri et Kentaro Yamaguchi. « Hydrogen-bonded structures from adamantane-based catechols ». Journal of Molecular Structure 1164 (juillet 2018) : 116–22. http://dx.doi.org/10.1016/j.molstruc.2018.03.011.

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24

Minnetyan, L., et C. C. Chamis. « Progressive fracture of adhesively bonded composite structures ». Theoretical and Applied Fracture Mechanics 31, no 1 (février 1999) : 75–84. http://dx.doi.org/10.1016/s0167-8442(98)00069-x.

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25

Cheng, Fujun, Haijun Wang, Yinying Hua, Haifei Cao, Bihang Zhou, Jingui Duan et Wanqin Jin. « Halogen bonded supramolecular porous structures with akgmlayer ». CrystEngComm 18, no 48 (2016) : 9227–30. http://dx.doi.org/10.1039/c6ce02247b.

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26

ＦＵＪＩＩ, Ｔｏｒｕ, et Ｋａｚｕｙａ ＯＫＵＢＯ. « Fatigue of Adhesive Bonded Joints and Structures ». Journal of The Adhesion Society of Japan 40, no 2 (2004) : 66–73. http://dx.doi.org/10.11618/adhesion.40.66.

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27

Podsiadło, M., et A. Katrusiak. « Pressure-induced collapse of H-bonded structures ». Acta Crystallographica Section A Foundations of Crystallography 67, a1 (22 août 2011) : C44. http://dx.doi.org/10.1107/s0108767311099016.

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28

Vaidhyanathan, R., S. Natarajan et C. N. R. Rao. « Hydrogen bonded structures in organic amine oxalates ». Journal of Molecular Structure 608, no 2-3 (mai 2002) : 123–33. http://dx.doi.org/10.1016/s0022-2860(01)00944-9.

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29

Matsushita, E. « Domain structures in hydrogen-bonded mixed crystals ». Ferroelectrics 140, no 1 (février 1993) : 11–16. http://dx.doi.org/10.1080/00150199308008257.

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30

Maharolkar, Aruna P., A. G. Murugkar, S. S. Patil et P. W. Khirade. « Characterization of Dominant Hydrogen Bonded Complex Structures ». Asian Journal of Chemistry 25, no 2 (2013) : 937–40. http://dx.doi.org/10.14233/ajchem.2013.13161.

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31

Fournel, F., C. Martin-Cocher, D. Radisson, V. Larrey, E. Beche, C. Morales, P. A. Delean, F. Rieutord et H. Moriceau. « (Invited) Water Stress Corrosion in Bonded Structures ». ECS Transactions 64, no 5 (14 août 2014) : 121–32. http://dx.doi.org/10.1149/06405.0121ecst.

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32

Wei, S., W. B. Tzeng et A. W. Castleman. « Stable shell structures in hydrogen-bonded complexes ». Zeitschrift f�r Physik D Atoms, Molecules and Clusters 20, no 1-4 (mars 1991) : 47–51. http://dx.doi.org/10.1007/bf01543935.

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33

Jensen, Henrik Myhre. « Interface fracture in adhesively bonded shell structures ». Engineering Fracture Mechanics 75, no 3-4 (février 2008) : 571–78. http://dx.doi.org/10.1016/j.engfracmech.2007.02.004.

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34

Rawal, Amit. « Bending rigidity of thermally bonded nonwoven structures ». Fibers and Polymers 11, no 4 (juillet 2010) : 654–60. http://dx.doi.org/10.1007/s12221-010-0654-1.

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35

Wahl, Larissa, Mylena Lorenz, Jonas Biggemann et Nahum Travitzky. « Robocasting of reaction bonded silicon carbide structures ». Journal of the European Ceramic Society 39, no 15 (décembre 2019) : 4520–26. http://dx.doi.org/10.1016/j.jeurceramsoc.2019.06.049.

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36

Tosheva, Lubomira, et Valentin P. Valtchev. « Supported and self-bonded molecular sieve structures ». Comptes Rendus Chimie 8, no 3-4 (mars 2005) : 475–84. http://dx.doi.org/10.1016/j.crci.2004.09.016.

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37

Dong, Liang, Sean Agnew et Haydn Wadley. « Ni bonded TiC cermet pyramidal lattice structures ». Extreme Mechanics Letters 10 (janvier 2017) : 2–14. http://dx.doi.org/10.1016/j.eml.2016.11.004.

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38

Jauhiainen, Anders, Stefan Bengtsson et Olof Engström. « Charge trapping in wafer bonded MOS structures ». Microelectronic Engineering 19, no 1-4 (septembre 1992) : 597–600. http://dx.doi.org/10.1016/0167-9317(92)90504-k.

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39

Bakoń, Andrzej, et Adam Barylski. « Structures of diamond tool composites ». Mechanik 90, no 7 (10 juillet 2017) : 540–43. http://dx.doi.org/10.17814/mechanik.2017.7.69.

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40

Hutchinson, Allan, Patricia H. Winfield et Denise Morrey. « Automotive Structures : Design for Disassembly and the Role of Adhesive Bonding ». Materials Science Forum 765 (juillet 2013) : 721–25. http://dx.doi.org/10.4028/www.scientific.net/msf.765.721.

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A controllable adhesive disbonding mechanism can be achieved by activating functional additives located within the matrix of an adhesively bonded joint. This action facilitates the disassembly and material recovery from structurally bonded assemblies. The engineering capabilities of bonded joints containing a range of physical foaming agents were investigated. The effect of the physical foaming agents on joint disassembly was mostly attributable to the volumetric expansion efficiency of the additive whilst constrained within an adhesive matrix.
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41

Al Samhan, Ali M. « Analysis of T-Peel Weld-Bonded Joint with Single Overlap Support ». Advanced Materials Research 194-196 (février 2011) : 2276–83. http://dx.doi.org/10.4028/www.scientific.net/amr.194-196.2276.

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Bonded structure are commonly of three types, purely adhesive bonded, weld-bonded and adhesive/mechanical structures. Peel and overlapped joints are commonly used in the development of bonded structures. T-Peel bonded joint has week tensile strength load compared to double-overlap bonded joint. The present work aimed to predicting the strength of weld-bonded T-peel joint with single overlap weld-bond support plate using finite-element method. For comparison purposes, weld-bond T-peel joint without support is included in this study. It was found the peak stress is concentrated towards the inner far end of T-peel mid-layer of adhesive and through weld-nugget center. The introduction of single overlap weld-bond support for T-peel joint strengthen the joint by 500%.
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42

Zhang, Li, Lei Jiang Yao, Jing Shen Wang, Bin Li et Xiao Yan Tong. « Ultra-Light Photovoltaic Embedded Structures for Solar-Powered Aircrafts ». Advanced Materials Research 311-313 (août 2011) : 15–19. http://dx.doi.org/10.4028/www.scientific.net/amr.311-313.15.

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This work evaluated a new ultra-light photovoltaic embedded structure for solar-powered aircrafts, in which the mono-crystalline silicon (m-Si) solar cells encapsulated by epoxy were adhesively bonded to the upper wing skin made of rigid polyurethane foam (RPUF). To evaluate the effect on the cell encapsulation, static tests were carried out. The results showed that the encapsulated cells had better flexibility. The bonded-point and multi-cell models for the embedded structure were analyzed by FEA software. As the number of the bonded points increasing, the stress and deformation of the embedded structure decreased; once exceeded 16 points, the stress and deformation changed little. The deformation of the non-reinforced multi-cell model was very large; the stiffness improved greatly after reinforced by the glass fiber ribbons.
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43

Ghoneam, S. M., A. A. Hamada et M. I. El-Elamy. « Experimental and Analytical Investigations of the Dynamic Analysis of Adhesively Bonded Joints for Composite Structures ». Solid State Phenomena 147-149 (janvier 2009) : 663–75. http://dx.doi.org/10.4028/www.scientific.net/ssp.147-149.663.

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Adhesively bonded joints are used extensively in various industries. Some imperfections like holes, thermal residual stresses occurring in the bolted, welded, riveted, and soldered joints don't take place in adhesively bonded joints. Hence, the main advantages of bonded joint are lightness, sealing, corrosion resistance, heat and sound isolation, damping, and quickly mounting facility which have been highly proved. This paper introduces an attempt to study the dynamic analysis of adhesively bonded joint for composite structures to investigate mainly the influences of lamina code number, bonded adhesive line configuration and boundary condition on the dynamic behavior of the test specimens containing composite assembly. The numerical based on the use of finite element model (FEM) modified by introducing unified mechanical properties are represented and applied to compute efficiently the Eigen-nature for composite bonded structures. The experimental tests are conducted to investigate such adhesive bonded joints using two different techniques. The first technique includes an ultrasonic technique in which the magnetostractive pulse echo delay-line for material characterization of composite material is used. The second technique is bassed on the use of the frequency response function method (FRF) applying the hammering method. The comparison between the numerical and experimental results proves that the suggested finite element models of the composite structural beams with bonded joints provide an efficient by accurate tool for the dynamic analysis of adhesive bonded joints. The damping capacity is inversely proportional to the stiffness of the bonded joint specimens. The type of the proportionality depends mainly on the bond line configuration type, lamina orientation, and boundary conditions. This in turn enables an accurate evaluation for selecting the proper characteristics of the specimens for controlling the present damping capacity and the proper resistance against deformation during the operating process. The present study provides an efficient non-destructive technique for the prediction of dynamic properties for an adhesive bonded joint for the studied composite structure systems. The coordination of the experimental and numerical techniques makes it possible to find an efficient tool for studying the dynamic performance of adhesively bonded joint for composite structures.
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44

Veyhl, Christoph, Rolf Winkler, Markus Merkel et Andreas Öchsner. « Structural Characterisation of Diffusion-Bonded Hollow Sphere Structures ». Defect and Diffusion Forum 280-281 (novembre 2008) : 105–12. http://dx.doi.org/10.4028/www.scientific.net/ddf.280-281.105.

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This paper investigates the structural properties of sintered hollow sphere struc- tures. First of all, the packing density is analysed using three different methods: namely, liquid infiltration, Archimedes' principle, and image processing of micrographs. In addition, the pore fraction in the metallic sphere shells is characterised based on micrographs and the density of the structure and the base material is determined. In the final part, the geometrical characteristics of the sphere structure and the material composition of the base material are analysed.
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45

Ferreira, C. L., R. D. S. G. Campilho et R. D. F. Moreira. « Bonded structures improvement by the dual adhesive technique ». Procedia Structural Integrity 28 (2020) : 1116–24. http://dx.doi.org/10.1016/j.prostr.2020.11.126.

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46

Ruddy, Joseph H., et Anthony J. Vizzini. « Bonded Repair of Minimum-Gage Composite Sandwich Structures ». Journal of the American Helicopter Society 41, no 3 (1 juillet 1996) : 232–38. http://dx.doi.org/10.4050/jahs.41.232.

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47

Tu, Guangde, Yaoquan Tu, Olav Vahtras et Hans Ågren. « Core electron chemical shifts of hydrogen-bonded structures ». Chemical Physics Letters 468, no 4-6 (janvier 2009) : 294–98. http://dx.doi.org/10.1016/j.cplett.2008.12.023.

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48

Rawal, Amit, Stepan Lomov, Thanh Ngo, Ignaas Verpoest et Jozef Vankerrebrouck. « Mechanical Behavior of Thru-air Bonded Nonwoven Structures ». Textile Research Journal 77, no 6 (juin 2007) : 417–31. http://dx.doi.org/10.1177/0040517507081313.

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49

Burke, Nichola J., Andrew D. Burrows, Mary F. Mahon et John E. Warren. « Isomerism and interpenetration in hydrogen-bonded network structures ». CrystEngComm 10, no 1 (2008) : 15–18. http://dx.doi.org/10.1039/b712678f.

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50

Bowkett, T. « Dry Coupling Ultrasonic Inspection of Bonded Airframe Structures ». Aircraft Engineering and Aerospace Technology 58, no 3 (mars 1986) : 7–9. http://dx.doi.org/10.1108/eb036250.

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