Relevant bibliographies by topics / Out-of-plane

Contents

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

Academic literature on the topic 'Out-of-plane'

Author: Grafiati
Published: 4 June 2021
Last updated: 14 March 2023

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Journal articles on the topic "Out-of-plane"

1

Chang, G. S., and C. H. Chang. "Out-of-plane vibrations of plane frames." Journal of Sound and Vibration 147, no. 1 (May 1991): 137–54. http://dx.doi.org/10.1016/0022-460x(91)90688-g.

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LATCHAROTE, Panon, and Yoshiro KAI. "NUMERICAL DERIVATIONS OF A MACROSCOPIC MODEL FOR REINFORCED CONCRETE WALLS CONSIDERING IN-PLANE AND OUT-OF-PLANE BEHAVIOR." Journal of JAEE 15, no. 2 (2015): 2_45–2_58. http://dx.doi.org/10.5610/jaee.15.2_45.

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Hua, Wei, Shengkai Yu, Weidong Zhou, and Kyaw Sett Myo. "MoA-2-2 INVESTIGATION OF SLIDER OUT-OF-PLANE AND IN-PLANE VIBRATIONS DURING THE TRACK-SEEKING PROCESS." Proceedings of JSME-IIP/ASME-ISPS Joint Conference on Micromechatronics for Information and Precision Equipment : IIP/ISPS joint MIPE 2015 (2015): _MoA—2–2–1—_MoA—2–2–3. http://dx.doi.org/10.1299/jsmemipe.2015._moa-2-2-1.

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Zhang, Hongxiang, Changpei Liang, Jian Song, Chenzhong Fu, Xiaofei Zang, Lin Chen, and Jingya Xie. "Terahertz out-of-plane coupler based on compact spot-size converter." Chinese Optics Letters 20, no. 2 (2022): 021301. http://dx.doi.org/10.3788/col202220.021301.

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Chenchen Zhao, Chenchen Zhao, Ji Chen Ji Chen, Hanmeng Li Hanmeng Li, Tao Li Tao Li, and Shining Zhu Shining Zhu. "Mode division multiplexed holography by out-of-plane scattering of plasmon/guided modes." Chinese Optics Letters 16, no. 7 (2018): 070901. http://dx.doi.org/10.3788/col201816.070901.

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Pengfei Li, Pengfei Li, Ping Cai Ping Cai, Jun Long Jun Long, Chiyue Liu Chiyue Liu, and Hao Yan Hao Yan. "Measurement of out-of-plane deformation of curved objects with digital speckle pattern interferometry." Chinese Optics Letters 16, no. 11 (2018): 111202. http://dx.doi.org/10.3788/col201816.111202.

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Morandi, Paolo, Sanja Hak, Riccardo R. Milanesi, and Guido Magenes. "In‐plane/out‐of‐plane interaction of strong masonry infills: From cyclic tests to out‐of‐plane verifications." Earthquake Engineering & Structural Dynamics 51, no. 3 (December 6, 2021): 648–72. http://dx.doi.org/10.1002/eqe.3584.

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Huang, Zheng Hua, and Qi Lin Zhang. "Out-of-Plane Stability Analysis of Plane Tubular Trusses." Applied Mechanics and Materials 578-579 (July 2014): 1575–79. http://dx.doi.org/10.4028/www.scientific.net/amm.578-579.1575.

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To carry out of out-of-plane stability analysis of plane tubular trusses, nonlinear finite elements model based on spatial beam elements and simplified connection elements is deduced. To verifying the feasibility of the simplified joints stiffness model, numerical examples are build and results shows that the simplified finite elements model is comparatively accurate , and could be used in engineering design.
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Mistler, M., A. Anthoine, and C. Butenweg. "In-plane and out-of-plane homogenisation of masonry." Computers & Structures 85, no. 17-18 (September 2007): 1321–30. http://dx.doi.org/10.1016/j.compstruc.2006.08.087.

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Hajgató, Balázs, Songül Güryel, Yves Dauphin, Jean-Marie Blairon, Hans E. Miltner, Gregory Van Lier, Frank De Proft, and Paul Geerlings. "Out-of-plane shear and out-of plane Young’s modulus of double-layer graphene." Chemical Physics Letters 564 (March 2013): 37–40. http://dx.doi.org/10.1016/j.cplett.2013.02.018.

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Dissertations / Theses on the topic "Out-of-plane"

1

PRADHAN, Bharat. "Out of Plane response of Unreinforced Masonry infills: Comparative analysis of experimental tests for the definition of strategies of macro modelling and fragility prediction." Doctoral thesis, Università degli Studi di Palermo, 2022. https://hdl.handle.net/10447/578468.

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During an earthquake, an interaction between the in-plane and out-of-plane seismic forces occurs and the infilled frames suffer damage in both in-plane and out-of-plane directions simultaneously. Particularly, the out-of-plane collapse of unreinforced masonry infill walls is critical even for new buildings complying with the modern seismic codes, resulting in high casualties and huge economic losses. However, the out-of-plane behaviour of infill walls is yet not fully understood. This study is therefore aimed towards characterizing the out-of-plane seismic capacity of unreinforced masonry infill walls. First of all, available out-of-plane experimental tests performed on unreinforced masonry infill walls are reviewed with a detailed comparison of the experimental results. The influence of parameters like slenderness ratio, aspect ratio, boundary conditions, openings, vertical load, in-plane damage level, the strength of masonry and plaster, and frame stiffness are evaluated, and research gaps are identified. Based on the collected experiments, all available analytical capacity models are checked for their accuracy in the prediction of the out-of-plane capacity of unreinforced masonry infill walls. In doing so, both types of capacity models are evaluated: Type (I) for the estimation of the out-of-plane strength in the in-plane undamaged state; Type-II for the estimation of out-of-plane strength reduction factor for the in-plane damaged state. Afterwards, the best pairs of models from two groups i.e. Type I and Type II, are coupled and checked with the experimented specimens where the reference infill specimen (specimen tested in out-of-plane without prior in-plane damage) is not available. In addition, the influence of orthotropy of the infill masonry in the out-of-plane capacity predicted by the capacity models is analysed. The possibility of using the capacity models in the cases of infill-beam gap and infill with openings is also checked. Different available macro-modelling techniques are investigated and a simple macro-element model which can simulate the behaviour of unreinforced masonry infill walls under in-plane and out-of-plane loads is developed. The model is validated with different sets of experiments. The model takes into account the decrease in out-of-plane capacity due to prior in-plane damage and is capable to capture in-plane/out-of-plane interaction effects of the seismic forces. From the correlation between the experimental and macro-model results, empirical equations are developed that can be used to calculate the stress-strain parameters required for defining the compressive behaviour of the struts. With the provided strategy, the geometrical and mechanical parameters required for the struts can be easily identified for numerical modelling of the infill wall. Using the model, in-plane and out-of-plane responses of the infill wall in lateral loads can be checked. To enrich the information obtained from the experiments regarding the out-of-plane behaviour of infill walls, numerical experimentation is performed by using the developed macro-model covering the range of infill’s geometrical and mechanical properties. From the detailed parametric analysis, the out-of-plane strength of the infill wall is found to be largely influenced by compressive strength, slenderness ratio, aspect ratio, and more importantly by the level of in-plane damage. The decay of strength and stiffness due to prior in-plane damage is also largely governed by the strength and the slenderness ratio of the unreinforced masonry infill. Based on the numerical results, empirical equations are proposed for the evaluation of the infilled frame’s out-of-plane capacity under in-plane damaged or undamaged conditions. The reliability of the proposed equations is proved by comparisons with experimental results. Finally, a procedure for developing the out-of-plane fragility functions is proposed by using the developed macro-model. The fragility is calculated assuming the uncertainty in the geometric and mechanical properties of infill walls instead of the uncertainty in the seismic input. The fragility is defined with respect to the position of the infill wall in a low-rise RC building. Experimental data available in the literature are used for the validation of the output. Overall, the results indicated lower vulnerability in the out-of-plane direction for infill walls without prior in-plane damage and high vulnerability when the infill wall is prior damaged in the in-plane. The proposed procedure can be extended to other types of infill walls depending on the construction technique of the site of interest, obtaining different and specific fragility curves for perming a large-scale risk analysis.
During an earthquake, an interaction between the in-plane and out-of-plane seismic forces occurs and the infilled frames suffer damage in both in-plane and out-of-plane directions simultaneously. Particularly, the out-of-plane collapse of unreinforced masonry infill walls is critical even for new buildings complying with the modern seismic codes, resulting in high casualties and huge economic losses. However, the out-of-plane behaviour of infill walls is yet not fully understood. This study is therefore aimed towards characterizing the out-of-plane seismic capacity of unreinforced masonry infill walls. First of all, available out-of-plane experimental tests performed on unreinforced masonry infill walls are reviewed with a detailed comparison of the experimental results. The influence of parameters like slenderness ratio, aspect ratio, boundary conditions, openings, vertical load, in-plane damage level, the strength of masonry and plaster, and frame stiffness are evaluated, and research gaps are identified. Based on the collected experiments, all available analytical capacity models are checked for their accuracy in the prediction of the out-of-plane capacity of unreinforced masonry infill walls. In doing so, both types of capacity models are evaluated: Type (I) for the estimation of the out-of-plane strength in the in-plane undamaged state; Type-II for the estimation of out-of-plane strength reduction factor for the in-plane damaged state. Afterwards, the best pairs of models from two groups i.e. Type I and Type II, are coupled and checked with the experimented specimens where the reference infill specimen (specimen tested in out-of-plane without prior in-plane damage) is not available. In addition, the influence of orthotropy of the infill masonry in the out-of-plane capacity predicted by the capacity models is analysed. The possibility of using the capacity models in the cases of infill-beam gap and infill with openings is also checked. Different available macro-modelling techniques are investigated and a simple macro-element model which can simulate the behaviour of unreinforced masonry infill walls under in-plane and out-of-plane loads is developed. The model is validated with different sets of experiments. The model takes into account the decrease in out-of-plane capacity due to prior in-plane damage and is capable to capture in-plane/out-of-plane interaction effects of the seismic forces. From the correlation between the experimental and macro-model results, empirical equations are developed that can be used to calculate the stress-strain parameters required for defining the compressive behaviour of the struts. With the provided strategy, the geometrical and mechanical parameters required for the struts can be easily identified for numerical modelling of the infill wall. Using the model, in-plane and out-of-plane responses of the infill wall in lateral loads can be checked. To enrich the information obtained from the experiments regarding the out-of-plane behaviour of infill walls, numerical experimentation is performed by using the developed macro-model covering the range of infill’s geometrical and mechanical properties. From the detailed parametric analysis, the out-of-plane strength of the infill wall is found to be largely influenced by compressive strength, slenderness ratio, aspect ratio, and more importantly by the level of in-plane damage. The decay of strength and stiffness due to prior in-plane damage is also largely governed by the strength and the slenderness ratio of the unreinforced masonry infill. Based on the numerical results, empirical equations are proposed for the evaluation of the infilled frame’s out-of-plane capacity under in-plane damaged or undamaged conditions. The reliability of the proposed equations is proved by comparisons with experimental results. Finally, a procedure for developing the out-of-plane fragility functions is proposed by using the developed macro-model. The fragility is calculated assuming the uncertainty in the geometric and mechanical properties of infill walls instead of the uncertainty in the seismic input. The fragility is defined with respect to the position of the infill wall in a low-rise RC building. Experimental data available in the literature are used for the validation of the output. Overall, the results indicated lower vulnerability in the out-of-plane direction for infill walls without prior in-plane damage and high vulnerability when the infill wall is prior damaged in the in-plane. The proposed procedure can be extended to other types of infill walls depending on the construction technique of the site of interest, obtaining different and specific fragility curves for perming a large-scale risk analysis.
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2

張滿堂 and Mun-tong Cheung. "Moire interferometry for out-of-plane displacement measurement." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1989. http://hub.hku.hk/bib/B31209154.

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Cheung, Mun-tong. "Moire interferometry for out-of-plane displacement measurement /." [Hong Kong : University of Hong Kong], 1989. http://sunzi.lib.hku.hk/hkuto/record.jsp?B12757317.

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Wagih, Abdallah Abdel Hady Ahmed. "Response of composite laminates under out-of-plane loading." Doctoral thesis, Universitat de Girona, 2018. http://hdl.handle.net/10803/620794.

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The objective of the thesis is to provide scaling tool predicting the response of composite structures under out-of-plane loading by testing small coupons. This global objective cannot be achieved without understanding the damage mechanisms and their sequences in composite laminates under out-of-plane loading. The objective of the thesis is achieved by considering three different sub-objectives. The first sub-objective is focusing on understanding the damage mechanisms and their sequences in composite laminates made of different ply thicknesses. The second sub-objective focuses on understanding the influence of the laminate design parameters, mismatch angle between plies and ply thickness, on the response of composite laminates under out-of-plane loading.In the third sub-objective, the contact problem of a stiff spherical indenter with a composite plate was simulated with a 2D axisymmetric model implemented on a commercial software.Finally, the scaling tool to predict the response of composite structures under out-ofplane loading is implemented in two steps
El objectiu d’aquesta tesi és el d’aconseguir una eina d’escalat fiable per a predir la resposta d’estructures de compòsit sota càrregues fora del pla mitjançant l’assaig de petites provetes. L’objectiu s’ha assolit considerant tres sub-objectius diferents. El primer sub-objectiu es centra en comprendre els mecanismes de dany i la seva seqüència en laminats de material compost fets amb làmines de diferent gruix.El segon sub-objectiu es centra en comprendre la influència dels paràmetres de disseny dels laminats, angle de desfasament entre capes i gruix de capa, en la resposta de compòsits laminats a càrregues fora del pla.En el tercer sub-objectiu es va simular el problema del contacte entre un indentador esfèric rígid i una placa de compòsit mitjançant un model axisimètric 2D implementat en un programari comercial.Finalment, l’eina d’escalat per a la predicció de la resposta d’estructures de material compost sota càrregues fora del pla s’implementa en dos passos
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5

Wang, Kai Ph D. Massachusetts Institute of Technology. "Edge fracture of AHSS sheets under out-of-plane loading followed by in-plane loading." Thesis, Massachusetts Institute of Technology, 2015. http://hdl.handle.net/1721.1/100151.

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Thesis: Ph. D., Massachusetts Institute of Technology, Department of Mechanical Engineering, 2015.
Cataloged from PDF version of thesis.
Includes bibliographical references (pages 193-198).
In recent years edge fracture has become a challenge in the manufacturing industry with the dramatical increase in the application of light-weight materials such as Advanced High Strength Steels (AHSS) and aluminum alloys. A premature edge cracking is observed in components with blanked/trimmed/pierced edges during the subsequent metal forming process. To understand the underlying physical mechanism and to establish a reliable CAE model, the thesis carries out a comprehensive experimental and numerical investigation on edge fracture of a commercially available DP780 steel sheet. The study reveals that it is the substantial plastic deformation introduced during the out-of-plane sheet blanking process that compromises the material ductility within the Shear Affected Zone (SAZ), and subsequently causes the edge to fracture prematurely under the in-plane edge stretching. To simulate the fracture behavior under such a complex a loading path, the fracture initiation is modeled using the concept of a scalar damage indicator that consists of two parts which are accumulated at different stages. The first one is accumulated during the sheet blanking process, referred to as pre-damage, while the second part is produced by the following metal forming. In such a modeling frame work, a corner stone is to determine the first part of pre-damage within the SAZ. This is achieved by a hybrid experimental and numerical method. Aided by microscopic examinations on cracked surfaces, the study shows that the pre-damage distribution within the SAZ follows an exponential function that drops from the critical value of unity at the edge surface to zero over the width of the SAZ. The obtained pre-damage is then introduced as the initial damage value during the following metal forming process. Based on a detail experimental characterization, a plasticity and fracture model is introduced to describe the material behavior under investigation. The model is based on the von Mises yield condition, a non-associated Hill'48 flow potential and an isotropic hardening law, together with the MMC fracture locus description with dependence on both stress triaxiality and Lode angle parameter. The proposed model successfully predict edge fracture in numerical simulation.
by Kai Wang.
Ph. D.
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Stöhr, Adriana. "Thermal textile pixels : Out-of-plane and in-plane heat transfer measurements of knitted textiles." Thesis, Högskolan i Borås, Akademin för textil, teknik och ekonomi, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:hb:diva-22178.

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The human body possesses a highly developed range of senses that help orienting oneself in everyday life. Especially when it comes to navigating, perceiving and reacting to the world around us, people tend to rely mostly on their vision and hearing. Suffering from an impairment of either one, or both of the predominating senses means having to counterbalance this constraint. People suffering from blindness and deaf-blindness compensate their impairment mainly by relying on their haptic perception. In this case, information is usually communicated by braille or vibrotactile means. To offer another non-visual and non-audial communication concept this thesis work introduces, the thermal textile pixels. A thermal textile pixel consists of an external thermal device, able to generate hot and cold thermal impulses, and a textile interface to transmit the signal. In order to design such thermal textile pixel it was crucial to be aware of the thermal transfer occurring through and within an textile. Numerous research studies have examined the thermal properties of textiles, especially in the context of clothing comfort, thermal comfort. Nevertheless, it should be considered that as a thermal textile pixel, the textile forms part of a system, governed by many parameters. Therefore, for designing such a device it is important to be aware of the temporal and spatial resolution of the thermal transmitted signal. These characteristics are influenced by multiple textile parameters. For this purpose, a thermal study has been performed investigating in- and out-of-plane signal transmission by textiles in combination with an external thermal device. Using an external thermal device such as a Peltier element allowed to expose the specimens to heating as well as to active cooling. Different knitted structures and material combinations have been examined to gain a first impression on the behaviour of thermal pixels. It was found that thickness and density were the most influential factors for out-of-plane heat transfer. In-plane was found influenced mainly by fibre conductivity. An anisotropic behaviour was noted in-plane, as well as between in- and out-of-plane for heat transfer. Investigating active cooling signals, it was found that a significant decline of performance was noted for all specimens. Plain PA was found to be most suitable for the transmission of heat signals. But did not perform equally well during active cooling phases. Plain Shieldex was observed to perform most steady during heating and active cooling.
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deHarak, Bruno A. "HELIUM (e, 2e) COPLANAR AND OUT-OF-PLANE EXPERIMENTS." Lexington, Ky. : [University of Kentucky Libraries], 2007. http://hdl.handle.net/10225/711.

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Thesis (Ph. D.)--University of Kentucky, 2007.
Title from document title page (viewed on March 31, 2008). Document formatted into pages; contains: vi, 159 p. : ill (some col.). Includes abstract and vita. Includes bibliographical references (p. 151-157).
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Chan, Cheung. "Out of plane screening and dipolar interaction in heterostructures /." View abstract or full-text, 2009. http://library.ust.hk/cgi/db/thesis.pl?PHYS%202009%20CHAN.

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Stenberg, Niclas. "On the out-of-plane mechanical behaviour of paper materials." Doctoral thesis, KTH, Solid Mechanics, 2002. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-3425.

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This thesis deals with the through-thickness mechanicalbehaviour of paper materials. The material response undercombined normal and shear through-thickness loadings isfundamental for analysis and understanding of many end-use andconverting operations, such as folding, creasing, printing,calandering and cutting. Therefore, this thesis addressesissues of importance in product development within thepackaging and printing industries.

The objective of the thesis is to develop a constitutivemodel for paper that, in combination with appropriate in-planemodels, enables three-dimensional structural analysis using forexample the finite element method.

Constitutive modelling requires data from carefully executedexperiments. This types of data for the through-thicknessproperties of paper are not generally available in theliterature, and therefore a novel device for through-thicknesstesting of paper materials is developed. The experimentalinvestigation includes through-thickness tension andcompression testing, shear testing and testing under differentcombinations of normal and shear loadings. Furthermore, theout-of-plane Poisson’s ratios are examined.

An elastic-plastic constitutive model for combined normaland shear through-thickness loadings is developed. To capturethe experimental observations, a model based on nonlinearelasticity and bounding surface plasticity is proposed.

Keywords:Paper, Paperboard, Biaxial, Tension,Compression, Shear, Z-direction, Out-of-plane, Poisson’sratio, Testing, Model, Bounding surface, Yield surface,Elastic, Plastic

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Willis, C. R. "Design of unreinforced masonry walls for out-of-plane loading /." Title page, abstract and table of contents only, 2004. http://web4.library.adelaide.edu.au/theses/09PH/09phw7342.pdf.

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Books on the topic "Out-of-plane"

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Pluijm, Rob Van der. Out-of-plane bending of masonry: Behaviour and strength. Eindhoven: University of Eindhoven, 1999.

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Watson, Jeffrey. Sidney Cotton: The last plane out of Berlin. Sydney: Hodder, 2002.

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I, Mopsik Frederick, and National Institute of Standards and Technology (U.S.), eds. Capacitance cell measurement of the out-of-plane expansion of thin films. Gaithersburg, Md.]: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2001.

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Aydin, Ibrahim. Out of plane solutions of submarines in free positive buoyancy ascent. Monterey, Calif: Naval Postgraduate School, 1993.

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Stepping out of the plane under the protection of the army. Chicago: Another Chicago Press, 1988.

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Kuzik, Marc D. Out-of-plane cyclic behavior of masonry walls reinforced externally with GFRP. Edmonton: Dept. of Civil and Environmental Engineering, University of Alberta, 1999.

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G, Yuan F., and United States. National Aeronautics and Space Administration., eds. Analysis of delamination in fiber composite laminates out-of-plane under bending. [Washington, DC: National Aeronautics and Space Administration, 1990.

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G, Yuan F., and United States. National Aeronautics and Space Administration., eds. Analysis of delamination in fiber composite laminates out-of-plane under bending. [Washington, DC: National Aeronautics and Space Administration, 1990.

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F, Brinson H., and United States. National Aeronautics and Space Administration, eds. Mechanical response of thick laminated beams and plates subject to out-of-plane loading. [Washington, D.C.]: National Aeronautics and Space Administration, 1989.

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Park, Dong-Sauk. Measurement of the out-of-plane displacement and strain using the shadow-moire method. Manchester: UMIST, 1997.

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Book chapters on the topic "Out-of-plane"

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Bautista, Alexander, Clairese M. Webb, and George C. Chang Chien. "Ultrasound: In-Plane and Out-of-Plane." In Regenerative Medicine, 115–18. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-75517-1_11.

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Jegley, Dawn C., W. Allen Waters, and Alana Zahn Cardona. "Out-of-Plane Restraint Under Tension In-Plane Loading." In Mechanics of Composite, Hybrid & Multi-functional Materials, Volume 5, 61–68. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-17445-2_8.

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Dylla, H. Frederick. "In and Out of the Plane." In Scientific Journeys, 207–9. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-55800-0_44.

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Steinchen, W., M. Schuth, L. X. Yang, and G. Kupfer. "Out-of-Plane and In-Plane Strain Measured by Shearography." In Laser in Forschung und Technik / Laser in Research and Engineering, 649–59. Berlin, Heidelberg: Springer Berlin Heidelberg, 1996. http://dx.doi.org/10.1007/978-3-642-80263-8_135.

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Majumder, Bibek, and Sharmistha Bhattacharya. "In Plane and Out Of Plane Rotation Face Detection Model." In Proceedings of the 6th International Conference on Advance Computing and Intelligent Engineering, 457–67. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-2225-1_41.

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Spulak, Nathan, Robert Lowe, Jeremy Seidt, and Amos Gilat. "Failure Testing Under In-Plane Biaxial Tension and Out-of-Plane Compression." In Fracture, Fatigue, Failure and Damage Evolution, Volume 6, 17–19. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-95879-8_4.

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Theobald, Pete T., and F. Dar. "AE Sensor Calibration for Out-of-Plane and In-Plane Displacement Sensitivity." In Advanced Materials Research, 91–98. Stafa: Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-420-0.91.

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Yigitsoy, Mehmet, Sonja Kirchhoff, Maximilian F. Reiser, and Nassir Navab. "Out-of-Plane Motion Compensation in Cine-MRI." In Lecture Notes in Computer Science, 107–15. Berlin, Heidelberg: Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-33612-6_12.

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Imatani, S., T. Saito, and K. Yamaguchi. "Out-of-Plane Deformation in Laminated Sheet Metals." In Solid Mechanics and Its Applications, 155–60. Dordrecht: Springer Netherlands, 1995. http://dx.doi.org/10.1007/978-94-015-8494-4_22.

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Pottiger, Michael T., and John C. Coburn. "Out-of-Plane Expansion Measurements in Polyimide Films." In ACS Symposium Series, 282–92. Washington, DC: American Chemical Society, 1993. http://dx.doi.org/10.1021/bk-1994-0537.ch018.

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Conference papers on the topic "Out-of-plane"

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Brandhoff, Lukas, and Michael J. Vellekoop. "Optofluidic out-of-plane interferometer." In 2013 IEEE Sensors. IEEE, 2013. http://dx.doi.org/10.1109/icsens.2013.6688548.

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Oak, Sahil, Greg Edmiston, Ganapathy Sivakumar, Gabriel Ramirez, and Tim Dallas. "Rotating out-of-plane micromirror." In MOEMS-MEMS, edited by Harald Schenk and Wibool Piyawattanametha. SPIE, 2010. http://dx.doi.org/10.1117/12.842003.

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El Ghorba, Mehdi, Nicolas Andre, Stanislas Sobieski, and Jean-Pierre Raskin. "CMOS Compatible Out-of-Plane & In-Plane Magnetometers." In TRANSDUCERS '07 & Eurosensors XXI. 2007 14th International Conference on Solid-State Sensors, Actuators and Microsystems. IEEE, 2007. http://dx.doi.org/10.1109/sensor.2007.4300647.

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Polyakhova, Elena N., Vladimir N. Starkov, and Nikolai A. Stepenko. "Solar sailing out of ecliptic plane." In 2015 International Conference "Stability and Control Processes" in Memory of V.I. Zubov (SCP). IEEE, 2015. http://dx.doi.org/10.1109/scp.2015.7342060.

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R. Olhoeft, Gary. "Modeling out-of-plane scattering effects." In Fifth International Conferention on Ground Penetrating Radar. European Association of Geoscientists & Engineers, 1994. http://dx.doi.org/10.3997/2214-4609-pdb.300.11.

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Steinchen, Wolfgang, M. Schuth, Lian Xiang Yang, and Gerhard Kupfer. "Out-of-plane and in-plane strain measured by shearography." In European Symposium on Optics for Environmental and Public Safety, edited by Deepak G. Uttamchandani. SPIE, 1995. http://dx.doi.org/10.1117/12.221107.

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Ayan, Arda, and Altan Akyol. "In-Plane and Out of Plane Maneuvers in GÖKTÜRK Operations." In 2019 9th International Conference on Recent Advances in Space Technologies (RAST). IEEE, 2019. http://dx.doi.org/10.1109/rast.2019.8767897.

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Yamashita, Kiyotaka, Keita Nakamura, and Hiroshi Yabuno. "Out-of-Plane Vibration of a Curved Pipe due to Pulsating Flow (Nonlinear Interactions Between In-Plane and Out-of-Plane Vibrations)." In ASME 2010 3rd Joint US-European Fluids Engineering Summer Meeting collocated with 8th International Conference on Nanochannels, Microchannels, and Minichannels. ASMEDC, 2010. http://dx.doi.org/10.1115/fedsm-icnmm2010-30686.

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A great deal of study has been done on the dynamics of straight pipes conveying fluid. In contrast, only a few studies have been devoted to the dynamics of curved pipe conveying fluid. In this paper, a theoretical and experimental investigation was conducted into out-of-plane vibration of a curved pipe for the case that the fluid flow contains a small time-dependent harmonic component. The nonlinear out-of plane vibrations of a curved pipe, which is hanging horizontally and is supported at both ends, are examined when the frequency of the pulsating fluid flow is near twice the fundamental natural frequency of out-of-plane vibration. The main purpose of this paper is to investigate the nonlinear interactions between the in-plane and the out-of-plane vibrations analytically and experimentally. The partial differential equations of out-of-plane motions are reduced into a set of ordinary differential equations, which govern the amplitude and phase of out-of-plane vibration, using the method of Lyapnov-Schmidt reduction. It is clarified that the excitation of the in-plane vibration produces significant responses in the out-of-plane vibrations. Finally, the experiments were conducted with a silicon rubber pipe conveying water. The typical features of out-of-plane vibration are confirmed qualitatively by experiment.
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"Heterodyne Interferometer for In-plane and Out-of-plane Displacement Measurements." In International Conference on Photonics, Optics and Laser Technology. SciTePress - Science and and Technology Publications, 2013. http://dx.doi.org/10.5220/0004340300560062.

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Aarts, A. A. A., H. P. Neves, R. P. Puers, and C. van Hoof. "Interconnect for Out-of-Plane Mems Assembly." In 2008 International Interconnect Technology Conference - IITC. IEEE, 2008. http://dx.doi.org/10.1109/iitc.2008.4546946.

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Reports on the topic "Out-of-plane"

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Porter, Michael B. Out-of-Plane Effects in Ocean Acoustics. Fort Belvoir, VA: Defense Technical Information Center, September 2012. http://dx.doi.org/10.21236/ada574999.

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Johnson, A. D., and Vikas Gupta. Actuator for Out-of-Plane MEMS Devices. Fort Belvoir, VA: Defense Technical Information Center, September 2001. http://dx.doi.org/10.21236/ada390338.

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Porter, Michael B. Out-of-Plane Effects in Ocean Acoustics. Fort Belvoir, VA: Defense Technical Information Center, September 2013. http://dx.doi.org/10.21236/ada598507.

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Porter, Michael B. Out-of-Plane Effects in Ocean Acoustics. Fort Belvoir, VA: Defense Technical Information Center, September 2014. http://dx.doi.org/10.21236/ada616530.

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Gambill, J. B. Dynamic out-of-plane and in-plane testing of full-scale hollow clay tile infilled frames. [Final report]. Office of Scientific and Technical Information (OSTI), December 1994. http://dx.doi.org/10.2172/419321.

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Snyder, Chad R., and Frederick I. Mopsik. Capacitance cell measurement of the out-of-plane expansion of thin films. Gaithersburg, MD: National Institute of Standards and Technology, 2001. http://dx.doi.org/10.6028/nist.sp.960-7.

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Venturini, Marco. Out-of-Plane Deflections as a Diagnostic Tool and Application to PEP-II. Office of Scientific and Technical Information (OSTI), February 2001. http://dx.doi.org/10.2172/784864.

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Sandeep, Bhushan, xin Huang, and Zongwei Xiao. Analgesic efficacy of erector spinae plane block in arthroscopic shoulder surgery: a systemic review and meta-analysis of randomised controlled trial. INPLASY - International Platform of Registered Systematic Review and Meta-analysis Protocols, December 2022. http://dx.doi.org/10.37766/inplasy2022.12.0084.

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Review question / Objective: Erector spinae plane block (ESPB) has been employed in arthroscopic shoulder surgery (ASS) as an alternative novel interfacial plane block. However, its analgesic efficacy is still controversial. Whether ESPB could improve analgesic efficacy in ASS is what the current meta-analysis seeks to find out. Information sources: We searched different databases including the Cochrane Library, PubMed, Embase, and Web of Science from inception to November 29, 2022, using medical subject headings (MeSH) and free-text terms without language restrictions. The primary purpose of searching was for the selection of RCTs for meta-analysis but also to avoid unplanned duplication and compare reported review methods from other systematic reviews. The following search terms were used for the search of each database: “arthroscopic shoulder surgery”, “shoulder surgery”, “total shoulder arthroplasty”, “shoulder arthroscopy”, and “erector spinae plane block”, “erector spinae muscle”. We also searched for grey literature by supplementary hand searching.
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ROTATIONAL RESISTANCE TEST OF A NEW ALUMINUM ALLOY PENETRATING (AAP) JOINT SYSTEM. The Hong Kong Institute of Steel Construction, June 2023. http://dx.doi.org/10.18057/ijasc.2023.19.2.4.

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Aluminum alloy penetrating (AAP) joint is an improved form of the Aluminum Alloy Temcor (AAT) joint system consisting of one penetrating member, four short members, gussets, bolts and a U-shaped connector. The rotational resistance performance of AAP joints is investigated by a static out-of-plane flexural test. The specific experimental parameters include the gusset thickness (6 mm and 12 mm) and shape (circular and X-shaped). The differences between penetrating and short members in AAP joints are analyzed, and the influence of thicknesses and shapes of gusset on rotational resistance behavior of the joints is analyzed. The establishment of the finite element model of the AAP joint system in this paper considers the effects of bolt pre-tightening force, installation gap and friction between contact surfaces. The M-Φ curves and damage patterns are obtained by numerical simulation. The detailed comparative analysis between AAP joint numerical simulation and test results verifies the accuracy of the numerical model.
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STUDY ON MECHANICAL PROPERTIES OF STAINLESS STEEL PLATE SHEAR WALL STRENGTHENED BY CORRUGATED FRP. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.305.

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In this paper, the mechanical properties of stainless steel plate shear walls reinforced with fiber reinforced polymer (FRP) of corrugated sections were studied. Two scaled FRP-stainless steel plate shear wall specimens were designed and subjected to the monotonic horizontal load. FRPs in the form of corrugated and flat sections were respectively used to reinforce the embedded steel plates of the steel plate shear wall. The test results show that the failure mode of flat FRP reinforced steel plate shear wall is mainly the peeling of the FRP, while the failure mode of corrugated FRP reinforced steel plate shear wall is mainly the tensile fracture of the FRP. The out-of-plane deformation of steel plate reinforced with corrugated FRP can be effectively restrained. The maximum bearing capacity of the two specimens is 97.96 kN and 106.32 kN respectively. The yield load of the specimen with corrugated FRP is increased by 16.5%, the ultimate bearing capacity is increased by 9.3% and the stiffness is increased by 68%.
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