Auswahl der wissenschaftlichen Literatur zum Thema „Dynamic damage“
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Zeitschriftenartikel zum Thema "Dynamic damage"
Bhargav Sai, Cherukuri, und D. Mallikarjuna Reddy. „Dynamic Analysis of Faulty Rotors through Signal Processing“. Applied Mechanics and Materials 852 (September 2016): 602–6. http://dx.doi.org/10.4028/www.scientific.net/amm.852.602.
Der volle Inhalt der QuelleSun , Yun, Qiuwei Yang und Xi Peng. „Structural Damage Assessment Using Multiple-Stage Dynamic Flexibility Analysis“. Aerospace 9, Nr. 6 (29.05.2022): 295. http://dx.doi.org/10.3390/aerospace9060295.
Der volle Inhalt der QuelleMahendran, G., Chandrasekaran Kesavan und S. K. Malhotra. „Damage Detection in Laminated Composite Beams, Plates and Shells Using Dynamic Analysis“. Applied Mechanics and Materials 787 (August 2015): 901–6. http://dx.doi.org/10.4028/www.scientific.net/amm.787.901.
Der volle Inhalt der QuelleLI, S. C., S. H. LIU und Y. L. WU. „A NEW TYPE OF CAVITATION DAMAGE TRIGGERED BY BOUNDARY-LAYER TURBULENT PRODUCTION“. Modern Physics Letters B 21, Nr. 20 (30.08.2007): 1285–96. http://dx.doi.org/10.1142/s0217984907013456.
Der volle Inhalt der QuelleSILVA, R. L., L. M. TRAUTWEIN, C. S. BARBOSA, L. C. ALMEIDA und G. H. SIQUEIRA. „Empirical method for structural damage location using dynamic analysis“. Revista IBRACON de Estruturas e Materiais 13, Nr. 1 (Februar 2020): 19–31. http://dx.doi.org/10.1590/s1983-41952020000100003.
Der volle Inhalt der QuelleZhao, Mingjie, Guoyin Wu und Kui Wang. „Comparative Analysis of Dynamic Response of Damaged Wharf Frame Structure under the Combined Action of Ship Collision Load and Other Static Loads“. Buildings 12, Nr. 8 (30.07.2022): 1131. http://dx.doi.org/10.3390/buildings12081131.
Der volle Inhalt der QuelleZHANG, Hougui, Ruixiang SONG, Jie YANG, Dan WU und Yingjie WANG. „Connection Damage Detection of Double Beam System under Moving Load with Genetic Algorithm“. Mechanics 27, Nr. 1 (24.02.2021): 80–87. http://dx.doi.org/10.5755/j02.mech.25500.
Der volle Inhalt der QuelleCarminati, M., und S. Ricci. „Structural Damage Detection Using Nonlinear Vibrations“. International Journal of Aerospace Engineering 2018 (25.09.2018): 1–21. http://dx.doi.org/10.1155/2018/1901362.
Der volle Inhalt der QuelleXu, Tao, Yihang Zhu, Xiaomin Zhang, Zheyuan Wu und Xiuqin Rao. „Dynamic Prediction Model for Initial Apple Damage“. Foods 12, Nr. 20 (11.10.2023): 3732. http://dx.doi.org/10.3390/foods12203732.
Der volle Inhalt der QuelleCapozucca, R., E. Magagnini und M. V. Vecchietti. „Experimental Free Vibration of Damaged RC Beam Models“. Key Engineering Materials 827 (Dezember 2019): 499–504. http://dx.doi.org/10.4028/www.scientific.net/kem.827.499.
Der volle Inhalt der QuelleDissertationen zum Thema "Dynamic damage"
Djahansouzi, B. „Effect of dynamic response on impact damage“. Thesis, Imperial College London, 1988. http://hdl.handle.net/10044/1/47033.
Der volle Inhalt der QuelleTappert, Peter M. „Damage identification using inductive learning“. Thesis, This resource online, 1994. http://scholar.lib.vt.edu/theses/available/etd-05092009-040651/.
Der volle Inhalt der QuelleGe, Ma. „Structural damage detection and identification using system dynamic parameters“. Related electronic resource: Current Research at SU : database of SU dissertations, recent titles available full text, 2005. http://wwwlib.umi.com/cr/syr/main.
Der volle Inhalt der QuelleQuiroz, Laura Maria. „Probabilistic assessment of damage states using dynamic response parameters“. Thesis, University of British Columbia, 2011. http://hdl.handle.net/2429/36955.
Der volle Inhalt der QuelleMao, Lei. „Frequency-based structural damage identification and dynamic system characterisation“. Thesis, University of Edinburgh, 2012. http://hdl.handle.net/1842/7945.
Der volle Inhalt der QuelleUwayed, Ahmed Noori. „Damage detection in laminated composite structures using dynamic analysis“. Thesis, University of Leicester, 2018. http://hdl.handle.net/2381/42921.
Der volle Inhalt der QuelleLacruz, Alvarez Alfonso de. „Damage response of sandwich plates subject to dynamic loads“. Thesis, Massachusetts Institute of Technology, 1995. http://hdl.handle.net/1721.1/35040.
Der volle Inhalt der QuelleTondreau, Gilles. „Damage localization in civil engineering structures using dynamic strain measurements“. Doctoral thesis, Universite Libre de Bruxelles, 2013. http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/209466.
Der volle Inhalt der Quellemonitoring of civil engineering structures in order to locate small damages automatically. A
review of the very wide literature on Structural Health Monitoring (SHM) points first out that
the methods can be grouped in four categories based on their need or not of a numerical model,
as well as their need or not of information of the damaged structure to be applied. This state
of the art of the SHM methods highlights the requirement to reach each levels of SHM, which
is in particular for the localization of small damages in civil engineering structures the needs
for a non-model based output-only damage sensitive feature extraction technique. The origin of
the local sensitivity of strains to damages is also analyzed, which justifies their use for damage
localization.
A new method based on the modal filtering technique which consists in combining linearly
the sensor responses in a specific way to mimic a single degree of freedom system and which
was previously developed for damage detection is proposed. A very large network of dynamic
strain sensors is deployed on the structure and split into several independent local sensor networks.
Low computational cost and fast signal processing techniques are coupled to statistical
control charts for robust and fully automated damage localization.
The efficiency of the method is demonstrated using time-domain simulated data on a simply
supported beam and a three-dimensional bridge structure. The method is able to detect and
locate very small damages even in the presence of noise on the measurements and variability
of the baseline structure if strain sensors are used. The difficulty to locate damages from acceleration
sensors is also clearly illustrated. The most common classical methods for damage
localization are applied on the simply supported beam and the results show that the modal filtering
technique presents much better performances for an accurate localization of small damages
and is easier to automate.
An improvement of the modal filters method referred to as adaptive modal filters is next
proposed in order to enhance the ability to localize small damages, as well as to follow their
evolution through modal filters updating. Based on this study, a new damage sensitive feature
is proposed and is compared with other damage sensitive features to detect the damages with
modal filters to demonstrate its interest. These expectations are verified numerically with the
three-dimensional bridge structure, and the results show that the adaptation of the modal filters
increases the sensitivity of local filters to damages.
Experimental tests have been led first to check the feasibility of modal filters to detect damages
when they are used with accelerometers. Two case studies are considered. The first work
investigates the experimental damage detection of a small aircraft wing equipped with a network
of 15 accelerometers, one force transducer and excited with an electro-dynamic shaker. A
damage is introduced by replacing inspection panels with damaged panels. A modified version
of the modal filtering technique is applied and compared with the damage detection based principal
component analysis of FRFs as well as of transmissibilities. The three approaches succeed
in the damage detection but we illustrate the advantage of using the modal filtering algorithm as
well as of the new damage sensitive feature. The second experimental application aims at detecting
both linear and nonlinear damage scenarios using the responses of four accelerometers
installed on the three-storey frame structure previously developed and studied at Los Alamos
National Labs. In particular, modal filters are shown to be sensitive to both types of damages,
but cannot make the distinction between linear and nonlinear damages.
Finally, the new method is tested experimentally to locate damages by considering cheap
piezoelectric patches (PVDF) for dynamic strain measurements. Again, two case studies are investigated.
The first work investigates a small clamped-free steel plate equipped with 8 PVDFs sensors, and excited with a PZT patch. A small damage is introduced at different locations by
fixing a stiffener. The modal filters are applied on three local filters in order to locate damage.
Univariate control charts allow to locate automatically all the damage positions correctly.
The last experimental investigation is devoted to a 3.78m long I-steel beam equipped with 20
PVDFs sensors and excited with an electro-dynamic shaker. Again, a small stiffener is added to
mimic the effect of a small damage and five local filters are defined to locate the damage. The
damage is correctly located for several positions, and the interest of including measurements
under different environmental conditions for the baseline as well as overlapping the local filters
is illustrated.
The very nice results obtained with these first experimental applications of modal filters
based on strains show the real interest of this very low computational cost method for outputonly
non-model based automated damage localization of real structures.
Doctorat en Sciences de l'ingénieur
info:eu-repo/semantics/nonPublished
Elbadawy, Mohamed Mohamed Zeinelabdin Mohamed. „Dynamic Strain Measurement Based Damage Identification for Structural Health Monitoring“. Diss., Virginia Tech, 2018. http://hdl.handle.net/10919/86167.
Der volle Inhalt der QuellePh. D.
All modern societies depend heavily on civil infrastructure systems such as transportation systems, power generation and transmission systems, and data communication systems for their day-to-day activities and survival. It has become extremely important that these systems are constantly watched and maintained to ensure their functionality. All these infrastructure systems utilize structural systems of different forms such as buildings, bridges, airplanes, data communication towers, etc. that carry the service and environmental loads that are imposed on them. These structural systems deteriorate over time because of natural material degradation. They can also get damaged due to excessive load demands and unknown construction deficiencies. It is necessary that condition of these structural systems is known at all times to maintain their functionality and to avoid sudden breakdowns and associated ensuing problems. This condition assessment of structural systems, now commonly known as structural health monitoring, is commonly done by visual onsite inspections manually performed at pre-decided time intervals such as on monthly and yearly basis. The length of this inspection time interval usually depends on the relative importance of the structure towards the functionality of the larger infrastructure system. This manual inspection can be highly time and resource consuming, and often ineffective in catching structural defects that are inaccessible and those that occur in between the scheduled inspection times and dates. However, the development of new sensors, new instrumentation techniques, and large data transfer and processing methods now make it possible to do this structural health monitoring on a continuous basis. The primary objective of this study is to utilize the measured dynamic or time varying strains on structural components such as beams, columns and other structural members to detect the location and level of a damage in one or more structural elements before they become serious. This detection can be done on a continuous basis by analyzing the available strain response data. This approach is expected to be especially helpful in alerting the owner of a structure by identifying the iv occurrence of a damage, if any, immediately after an unanticipated occurrence of a natural event such as a strong earthquake or a damaging wind storm.
Vongbandit, Pratip. „Morphology of surface damage resulting from static and dynamic contacts“. Thesis, Brunel University, 2008. http://bura.brunel.ac.uk/handle/2438/3215.
Der volle Inhalt der QuelleBücher zum Thema "Dynamic damage"
Lambert, David Edward, Crystal L. Pasiliao, Benjamin Erzar, Benoit Revil-Baudard und Oana Cazacu, Hrsg. Dynamic Damage and Fragmentation. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2018. http://dx.doi.org/10.1002/9781119579311.
Der volle Inhalt der QuelleMorassi, Antonino, und Fabrizio Vestroni, Hrsg. Dynamic Methods for Damage Detection in Structures. Vienna: Springer Vienna, 2008. http://dx.doi.org/10.1007/978-3-211-78777-9.
Der volle Inhalt der QuelleAntonino, Morassi, Vestroni F und International Centre for Mechanical Sciences., Hrsg. Dynamic methods for damage detection in structures. Wien: Springer, 2008.
Den vollen Inhalt der Quelle findenReifsnider, K. L. Damage tolerance and durability of material systems. New York: Wiley Interscience, 2002.
Den vollen Inhalt der Quelle findenMinnetyan, Levon. Progression of damage and fracture in composites under dynamic loading. [Washington, D.C.]: National Aeronautics and Space Administration, 1990.
Den vollen Inhalt der Quelle findenChina) International Conference on Damage Assessment of Structures (8th 2009 Beijing. Damage assessment of structures VIII: DAMAS 2009 : selected peer reviewed papers from the 8th International Conference on Damage Assessment of Structures (DAMAS 2009), Beijing, China, 3rd to 5th August 2009. Stafa-Zurich: Trans Tech, 2009.
Den vollen Inhalt der Quelle findenInternational Conference on Damage Assessment of Structures (5th 2003 Southampton, England). Damage assessment of structures: Proceedings of the 5th International Conference on Damage Assessment of Structures (DAMAS 2003), Southampton, UK, 1st to 3rd July, 2003. Herausgegeben von Dulieu-Barton J. M. Uetikon-Zuerich, Switzerland: Trans Tech Publications Ltd., 2003.
Den vollen Inhalt der Quelle findenInternational Conference on Damage Assessment of Structures (4th 2001 Cardiff, Wales). Damage assessment of structures: Proceedings of the 4th International Conference on Damage Assessment of Structures (DAMAS 2001), Cardiff, Wales, UK, June 25th-28th, 2001. Herausgegeben von Holford K. M. Uetikon-Zuerich, Switzerland: Trans Tech Publications Ltd., 2001.
Den vollen Inhalt der Quelle findenSensburg, Otto K. Damage detection of aircraft structures using dynamic analysis and testing methods. Manchester: University of Manchester, 1993.
Den vollen Inhalt der Quelle findenJozef Cornelis Walterus van Vroonhoven. Dynamic crack propagation in brittle materials: Analyses based on fracture and damage mechanics. Eindhoven: Eindhoven University of Technology, 1996.
Den vollen Inhalt der Quelle findenBuchteile zum Thema "Dynamic damage"
Zhang, Wohua, und Yuanqiang Cai. „Dynamic Damage Problems of Damaged Materials“. In Continuum Damage Mechanics and Numerical Applications, 723–910. Berlin, Heidelberg: Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-04708-4_9.
Der volle Inhalt der QuelleLongère, Patrice. „Some Issues Related to the Modeling of Dynamic Shear Localization-assisted Failure“. In Dynamic Damage and Fragmentation, 1–51. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2019. http://dx.doi.org/10.1002/9781119579311.ch1.
Der volle Inhalt der QuelleWautier, Antoine, Jiaying Liu, François Nicot und Fèlix Darve. „Bifurcation Micromechanics in Granular Materials“. In Dynamic Damage and Fragmentation, 315–38. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2019. http://dx.doi.org/10.1002/9781119579311.ch10.
Der volle Inhalt der QuelleNie, Xu, William F. Heard und Bradley E. Martin. „Influence of Specimen Size on the Dynamic Response of Concrete“. In Dynamic Damage and Fragmentation, 339–64. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2019. http://dx.doi.org/10.1002/9781119579311.ch11.
Der volle Inhalt der QuelleZinszner, Jean-Luc, Benjamin Erzar und Pascal Forquin. „Shockless Characterization of Ceramics Using High-Pulsed Power Technologies“. In Dynamic Damage and Fragmentation, 365–85. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2019. http://dx.doi.org/10.1002/9781119579311.ch12.
Der volle Inhalt der QuelleKumar Rai, Nirmal, und H. S. Udaykumar. „A Eulerian Level Set-based Framework for Reactive Meso-scale Analysis of Heterogeneous Energetic Materials“. In Dynamic Damage and Fragmentation, 387–416. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2019. http://dx.doi.org/10.1002/9781119579311.ch13.
Der volle Inhalt der QuelleFavrie, Nicolas, und Sergey Gavrilyuk. „A Well-posed Hypoelastic Model Derived From a Hyperelastic One“. In Dynamic Damage and Fragmentation, 417–27. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2019. http://dx.doi.org/10.1002/9781119579311.ch14.
Der volle Inhalt der QuelleEl Maï, Skander, Sèbastien Mercier und Alain Molinari. „Analysis of the Localization Process Prior to the Fragmentation of a Ring in Dynamic Expansion“. In Dynamic Damage and Fragmentation, 53–93. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2019. http://dx.doi.org/10.1002/9781119579311.ch2.
Der volle Inhalt der QuelleMarigo, Jean-Jacques, und Arthur Geromel Fischer. „Gradient Damage Models Coupled With Plasticity and Their Application to Dynamic Fragmentation“. In Dynamic Damage and Fragmentation, 95–141. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2019. http://dx.doi.org/10.1002/9781119579311.ch3.
Der volle Inhalt der QuelleKleiser, Geremy J., Benoit Revil-Baudard und Oana Cazacu. „Plastic Deformation of Pure Polycrystalline Molybdenum“. In Dynamic Damage and Fragmentation, 143–75. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2019. http://dx.doi.org/10.1002/9781119579311.ch4.
Der volle Inhalt der QuelleKonferenzberichte zum Thema "Dynamic damage"
Blaschke, Holger, Marco Jupe, Detlev Ristau, S. Martin, S. Bock und E. Welsch. „Dynamic absorptance behavior of hybrid multilayers at 193 nm“. In Boulder Damage, herausgegeben von Gregory J. Exarhos, Arthur H. Guenther, Keith L. Lewis, M. J. Soileau und Christopher J. Stolz. SPIE, 2002. http://dx.doi.org/10.1117/12.461688.
Der volle Inhalt der QuelleMao, Qinghua, und Xiaofeng Shen. „Dynamic Detection of Damage in Structure“. In ASME 1991 Design Technical Conferences. American Society of Mechanical Engineers, 1991. http://dx.doi.org/10.1115/detc1991-0379.
Der volle Inhalt der QuellePeng, Shuang Jiu, und J. M. Peden. „Prediction of Filtration Under Dynamic Conditions“. In SPE Formation Damage Control Symposium. Society of Petroleum Engineers, 1992. http://dx.doi.org/10.2118/23824-ms.
Der volle Inhalt der QuelleTaylor, Lucas N., Andrew K. Brown, Kyle D. Olson und Joseph J. Talghader. „High-speed quantitative phase imaging of dynamic thermal deformation in laser irradiated films“. In SPIE Laser Damage, herausgegeben von Gregory J. Exarhos, Vitaly E. Gruzdev, Joseph A. Menapace, Detlev Ristau und MJ Soileau. SPIE, 2015. http://dx.doi.org/10.1117/12.2195107.
Der volle Inhalt der QuelleCheng, L., S. I. Kam, M. Delshad und W. R. Rossen. „Simulation of Dynamic Foam-Acid Diversion Processes“. In SPE European Formation Damage Conference. Society of Petroleum Engineers, 2001. http://dx.doi.org/10.2118/68916-ms.
Der volle Inhalt der QuelleGrove, Brenden Michael, Jeremy P. Harvey und Lang Zhan. „Perforation Cleanup via Dynamic Underbalance: New Understandings“. In SPE European Formation Damage Conference. Society of Petroleum Engineers, 2011. http://dx.doi.org/10.2118/143997-ms.
Der volle Inhalt der QuelleLiu, Xiaoguang, Wenshen Hua und Tong Guo. „Dynamic thermal model of photovoltaic cell illuminated by laser beam“. In Pacific Rim Laser Damage, herausgegeben von Jianda Shao, Takahisa Jitsuno, Wolfgang Rudolph und Meiping Zhu. SPIE, 2015. http://dx.doi.org/10.1117/12.2187212.
Der volle Inhalt der QuelleOpedal, Nils van der Tuuk, Pierre Cerasi und Jan David Ytrehus. „Dynamic Fluid Erosion on Filter Cakes“. In SPE European Formation Damage Conference & Exhibition. Society of Petroleum Engineers, 2013. http://dx.doi.org/10.2118/165107-ms.
Der volle Inhalt der QuelleYoo, David, und Jiong Tang. „Vibration-Based Structural Damage Identification Under Interval Uncertainty“. In ASME 2016 Dynamic Systems and Control Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/dscc2016-9874.
Der volle Inhalt der QuelleGasmi, Khaled, Bianca Alarcon, Monica Guerrero und Mohamed Daoud. „Restored Productivity Using Dynamic Underbalance“. In SPE European Formation Damage Conference and Exhibition. Society of Petroleum Engineers, 2015. http://dx.doi.org/10.2118/174172-ms.
Der volle Inhalt der QuelleBerichte der Organisationen zum Thema "Dynamic damage"
Ju, Frederick D. Structure Dynamic Theories for Damage Diagnosis. Fort Belvoir, VA: Defense Technical Information Center, Oktober 1988. http://dx.doi.org/10.21236/ada203209.
Der volle Inhalt der QuelleChen, E. P. Nonlocal effects on dynamic damage accumulation in brittle solids. Office of Scientific and Technical Information (OSTI), Dezember 1995. http://dx.doi.org/10.2172/176785.
Der volle Inhalt der QuelleA.L. Cundy. Use of Response Surface Metamodels in Damage Identification of Dynamic Structures. Office of Scientific and Technical Information (OSTI), Mai 2003. http://dx.doi.org/10.2172/812182.
Der volle Inhalt der QuelleKhan, Akhtar S. Dynamic and Quasi-Static Multiaxial Response of Ceramics and Constitutive/Damage Modeling. Fort Belvoir, VA: Defense Technical Information Center, Januar 2001. http://dx.doi.org/10.21236/ada391958.
Der volle Inhalt der QuelleZacharia, Nicole S., Ryan Davis, Xiayun Huang und Hsiu-chin Huang. Tailoring Dynamic Mechano-Responsive Polymer Systems for Energy Dissipation and Damage Resistance. Fort Belvoir, VA: Defense Technical Information Center, November 2013. http://dx.doi.org/10.21236/ada594871.
Der volle Inhalt der QuelleGhosh, Somnath. Multi-Scale Dynamic Computational Models for Damage and Failure of Heterogeneous Materials. Fort Belvoir, VA: Defense Technical Information Center, Oktober 2006. http://dx.doi.org/10.21236/ada459374.
Der volle Inhalt der QuelleFarrar, C. R., W. E. Baker, T. M. Bell, K. M. Cone, T. W. Darling, T. A. Duffey, A. Eklund und A. Migliori. Dynamic characterization and damage detection in the I-40 bridge over the Rio Grande. Office of Scientific and Technical Information (OSTI), Juni 1994. http://dx.doi.org/10.2172/10158042.
Der volle Inhalt der QuelleKhan, Akhtar S. Dynamic Multi-Axial Loading Response and Constitutive/Damage Modeling of Titanium and Titanium Alloys. Fort Belvoir, VA: Defense Technical Information Center, Juni 2006. http://dx.doi.org/10.21236/ada455627.
Der volle Inhalt der QuelleJu, J. W. Dynamic Rate Dependent Elastoplastic Damage Modeling of Concrete Subject to Blast Loading: Formulation and Computational Aspects. Fort Belvoir, VA: Defense Technical Information Center, Oktober 1990. http://dx.doi.org/10.21236/ada229964.
Der volle Inhalt der QuelleKo, Yu-Fu, und Jessica Gonzalez. Fiber-Based Seismic Damage and Collapse Assessment of Reinforced Concrete Single-Column Pier-Supported Bridges Using Damage Indices. Mineta Transportation Institute, August 2023. http://dx.doi.org/10.31979/mti.2023.2241.
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