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Gotowe bibliografie tematyczne / Dynamic damage

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Gotowa bibliografia na temat „Dynamic damage”

Autor: Grafiati

Data publikacji: 7 lipca 2024

Data aktualizacji: 31 lipca 2025

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Artykuły w czasopismach na temat "Dynamic damage"

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Bhargav Sai, Cherukuri, and 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.

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In this study, an effective method based on wavelet transform, for identification of damage on rotating shafts is proposed. The nodal displacement data of damaged rotor is processed to obtain wavelet coefficients to detect, localise and quantify damage severity. Because the wavelet coefficients are calculated with various scaled indices, local disturbances in the mode shape data can be found out in the finer scales that are positioned at local disturbances. In the present work the displacement data are extracted from the MATLAB model at a particular speed. Damage is represented as reduction in

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Sun , Yun, Qiuwei Yang, and Xi Peng. "Structural Damage Assessment Using Multiple-Stage Dynamic Flexibility Analysis." Aerospace 9, no. 6 (2022): 295. http://dx.doi.org/10.3390/aerospace9060295.

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Vibration-based damage assessment technology is a hot topic in aerospace engineering, civil engineering, and mechanical engineering. In this paper, a damage assessment approach using multiple-stage dynamic flexibility analysis is proposed for structural safety monitoring. The proposed method consists of three stages. The content of Stage I is to determine the number of damaged elements in the structure by the rank of dynamic flexibility change. The content of Stage II is to determine damage locations by the minimum rank of flexibility correlation matrices. Finally, the damage extents of those

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Mahendran, G., Chandrasekaran Kesavan, and 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.

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Vibration-based technique to detect damage in laminated composite beams, rectangular plates and cylindrical shells is presented in this paper.A parameter called damage indicator calculated based on mode shape curvature isused in this studyto detect the location and size of small damages accurately in laminated composite structures. Through numerical analysis of laminated compositecantilevered beam, plate and cylindrical shell models with edge crack as damage, the absolute change inthe damage indicator is localized in the region of damage. Thechange in damage indicatorincreases withincreasing s

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LI, S. C., S. H. LIU, and Y. L. WU. "A NEW TYPE OF CAVITATION DAMAGE TRIGGERED BY BOUNDARY-LAYER TURBULENT PRODUCTION." Modern Physics Letters B 21, no. 20 (2007): 1285–96. http://dx.doi.org/10.1142/s0217984907013456.

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A new type of cavitation damage has been observed on the turbines installed at the Three Gorges Power Station despite no cavitation detected during model tests. Metallurgical and fluid dynamic analysis suggests that this cavitation is triggered by boundary-layer turbulent production; the damaged (roughened) spot in turn triggers subsequent cavitation (damage) immediately down stream. This forms a sustainable dynamic process, resulting in long and equal-width streamwise damage-strips with spanwise regularity reflecting the spanwise stochastic characteristics of turbulent production. Owing to th

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SILVA, R. L., L. M. TRAUTWEIN, C. S. BARBOSA, L. C. ALMEIDA, and G. H. SIQUEIRA. "Empirical method for structural damage location using dynamic analysis." Revista IBRACON de Estruturas e Materiais 13, no. 1 (2020): 19–31. http://dx.doi.org/10.1590/s1983-41952020000100003.

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Abstract This paper presents the use of numerical model techniques for identification and damage location adopting the Modal Curvature Difference (MCD) method as reference for the analysis of a simply supported concrete structure. Then, an empirical formulation to detect damages in this structure is proposed. In this method, called Acceleration Summation Difference (ASD), the difference of acceleration amplitude between intact and damaged structures are calculated for concrete plates simply supported on rubber bearings. During the analyses, the finite element models were developed using SAP200

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Zhao, Mingjie, Guoyin Wu, and 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, no. 8 (2022): 1131. http://dx.doi.org/10.3390/buildings12081131.

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In the long-term service, the wharf structure can be damaged by ship impact, wave load, and even earthquake, which will affect the safe production and smooth operation of the port. Based on the theory of structural dynamic response analysis and wavelet packet analysis principle, this paper established the damage identification index of the wharf frame structure. Combining with the finite element method and the dynamic response theory of the wharf frame structure, it set up a finite element analysis model of the dynamic response of the wharf frame structure under the action of multiple loads, w

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ZHANG, Hougui, Ruixiang SONG, Jie YANG, Dan WU, and Yingjie WANG. "Connection Damage Detection of Double Beam System under Moving Load with Genetic Algorithm." Mechanics 27, no. 1 (2021): 80–87. http://dx.doi.org/10.5755/j02.mech.25500.

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In this paper, a novel damage detection approach for the spring connection of the double beam system using the dynamic response of the beam and genetic algorithm is presented. The double beam system is regarded as both Bernoulli-Euler beams with simply supported ends, the upper and lower beams are connected by a series of linear springs with certain intervals. With the genetic algorithm, the dynamic acceleration response of double beam system under moving load, which can be solved by the Newmark-β integration procedure, is used as the input data to detect the connection damage. Thus the dynami

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Capozucca, R., E. Magagnini, and M. V. Vecchietti. "Experimental Free Vibration of Damaged RC Beam Models." Key Engineering Materials 827 (December 2019): 499–504. http://dx.doi.org/10.4028/www.scientific.net/kem.827.499.

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Reinforced Concrete (RC) Beam undamaged and damaged were investigated by free vibration to obtain a variation of frequency values at different degree of damage. Experimental tests were carried out on RC beams in scale and in real scale. The damage of RC beams in real scale was obtained by cracking under static bending tests, while in the case of beam in scale is obtained by notches on the concrete cover with different width. In general, the effects on the dynamic response of diffused damages and of concentrated damages on a section of beam have been experimentally analyzed. The envelope of fre

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Carminati, M., and S. Ricci. "Structural Damage Detection Using Nonlinear Vibrations." International Journal of Aerospace Engineering 2018 (September 25, 2018): 1–21. http://dx.doi.org/10.1155/2018/1901362.

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Nonlinear vibrations emerging from damaged structures are suitable indicators for detecting defects. When a crack arises, its behavior could be approximated like a bilinear stiffness. According to this scheme, typical nonlinear phenomena as the presence of superharmonics in the dynamic response and the variation of the oscillation frequency in time emerge. These physical consequences give the opportunity to study damage detection procedures with relevant improvements with respect to the typical strategies based on linear vibrations, such as high sensitivity to small damages, no need for an acc

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Wang, Feng, Haibo Wang, Ying Xu, Bing Cheng, and Qianqian Wang. "Analysis of Energy Dissipation Characteristics of Damaged Sandstone under Impact Load." Shock and Vibration 2021 (July 22, 2021): 1–10. http://dx.doi.org/10.1155/2021/4200452.

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Before rock burst, coal, and gas outburst dynamic load, rock mass in geotechnical engineering has been an indifferent degree of damage. The dissipation energy of rock mass under dynamic load reflects the difficulty of rock breaking. In view of the energy dissipation of damaged rock mass under dynamic load, the cyclic loading and unloading test is carried out to make sandstone in different damage states, and the damage degree of sandstone is characterized by the change of longitudinal wave velocity before and after cyclic loading and unloading. Then, the rock with different damage degrees is te

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Rozprawy doktorskie na temat "Dynamic damage"

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Djahansouzi, B. "Effect of dynamic response on impact damage." Thesis, Imperial College London, 1988. http://hdl.handle.net/10044/1/47033.

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Tappert, Peter M. "Damage identification using inductive learning." Thesis, This resource online, 1994. http://scholar.lib.vt.edu/theses/available/etd-05092009-040651/.

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Ge, 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.

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Quiroz, Laura Maria. "Probabilistic assessment of damage states using dynamic response parameters." Thesis, University of British Columbia, 2011. http://hdl.handle.net/2429/36955.

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To acknowledge and account for the uncertainties present in civil engineering applications is an area of major importance and of continuing research interest. This Thesis focuses on an application of Bayes' inference rule to evaluate the probability of damage in structures, using measured modal parameters and a set of possible damage states. The hypothesis is that observed changes in dynamic characteristics are due to damage accumulation over time. The main objective is to identify the most likely damage scenario from a set of previously defined damage states. These are characterized in terms

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Mao, Lei. "Frequency-based structural damage identification and dynamic system characterisation." Thesis, University of Edinburgh, 2012. http://hdl.handle.net/1842/7945.

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This thesis studies structural dynamic system identification in a frequency-based framework. The basic consideration stems from the fact that frequencies may generally be measured with higher accuracy than other pertinent modal data such as mode shapes; however only a limited number of frequencies may be measured in the conventional context of natural frequencies. Being able to measure extra frequencies is a key to the success of a frequency-based method. The main part of the thesis is therefore organised around the involvement of the so-called artificial boundary condition (ABC) frequencies t

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Uwayed, Ahmed Noori. "Damage detection in laminated composite structures using dynamic analysis." Thesis, University of Leicester, 2018. http://hdl.handle.net/2381/42921.

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Laminated composite materials are used in different applications, for example mechanical, civil and aerospace structures, due to their light weight and excellent mechanical properties. However, fibre breakage and delamination are among the more serious damage that often initiate and propagate due to a number of mechanical and, specifically, dynamic loads during the operational life. Also, these damages destroy design functionality of these structures. To address this issue, damage detection is required in time to provide a good understanding of structure state in advance of any potential failu

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Lacruz, 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.

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Tondreau, 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.

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This thesis focuses on the development of a new method for the continuous<p>monitoring of civil engineering structures in order to locate small damages automatically. A<p>review of the very wide literature on Structural Health Monitoring (SHM) points first out that<p>the methods can be grouped in four categories based on their need or not of a numerical model,<p>as well as their need or not of information of the damaged structure to be applied. This state<p>of the art of the SHM methods highlights the requirement to reach each levels of SHM, which<p>is in particular for the localization of sma

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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.

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Structural Health Monitoring (SHM) is a non-destructive evaluation tool that assesses the functionality of structural systems that are used in the civil, mechanical and aerospace engineering practices. A much desirable objective of a SHM system is to provide a continuous monitoring service at a minimal cost with ability to identify problems even in inaccessible structural components. In this dissertation, several such approaches that utilize the measured dynamic response of structural systems are presented to detect, locate, and quantify the damages that are likely to occur in structures. In

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Vongbandit, Pratip. "Morphology of surface damage resulting from static and dynamic contacts." Thesis, Brunel University, 2008. http://bura.brunel.ac.uk/handle/2438/3215.

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Contact fatigue damages resulting either from static or dynamic contact are of interest for understanding the failure modes and mechanisms leading to improvement of the components’ performances in tribological applications. The objective of this research was to ascertain how and to what extent the counterface materials, loading conditions, contact configuration, lubrication, and the environment affect the failure behaviours of material under static and dynamic contact fatigue loading. An experimental ball-on-flat test configuration was employed for both static and dynamic contact fatigue testi

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Książki na temat "Dynamic damage"

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Lambert, David Edward, Crystal L. Pasiliao, Benjamin Erzar, Benoit Revil-Baudard, and Oana Cazacu, eds. Dynamic Damage and Fragmentation. John Wiley & Sons, Inc., 2018. http://dx.doi.org/10.1002/9781119579311.

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Morassi, Antonino, and Fabrizio Vestroni, eds. Dynamic Methods for Damage Detection in Structures. Springer Vienna, 2008. http://dx.doi.org/10.1007/978-3-211-78777-9.

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Antonino, Morassi, Vestroni F, and International Centre for Mechanical Sciences., eds. Dynamic methods for damage detection in structures. Springer, 2008.

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Minnetyan, Levon. Progression of damage and fracture in composites under dynamic loading. National Aeronautics and Space Administration, 1990.

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China) 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. Trans Tech, 2009.

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International 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. Edited by Dulieu-Barton J. M. Trans Tech Publications Ltd., 2003.

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International 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. Edited by Holford K. M. Trans Tech Publications Ltd., 2001.

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Sensburg, Otto K. Damage detection of aircraft structures using dynamic analysis and testing methods. University of Manchester, 1993.

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Tronci, Eleonora Maria. Novel Damage Assessment Framework for Dynamic Systems through Transfer Learning from Audio Domains. [publisher not identified], 2022.

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Jozef Cornelis Walterus van Vroonhoven. Dynamic crack propagation in brittle materials: Analyses based on fracture and damage mechanics. Eindhoven University of Technology, 1996.

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Części książek na temat "Dynamic damage"

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Zhang, Wohua, and Yuanqiang Cai. "Dynamic Damage Problems of Damaged Materials." In Continuum Damage Mechanics and Numerical Applications. Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-04708-4_9.

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Longère, Patrice. "Some Issues Related to the Modeling of Dynamic Shear Localization-assisted Failure." In Dynamic Damage and Fragmentation. John Wiley & Sons, Inc., 2019. http://dx.doi.org/10.1002/9781119579311.ch1.

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Wautier, Antoine, Jiaying Liu, François Nicot, and Fèlix Darve. "Bifurcation Micromechanics in Granular Materials." In Dynamic Damage and Fragmentation. John Wiley & Sons, Inc., 2019. http://dx.doi.org/10.1002/9781119579311.ch10.

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Nie, Xu, William F. Heard, and Bradley E. Martin. "Influence of Specimen Size on the Dynamic Response of Concrete." In Dynamic Damage and Fragmentation. John Wiley & Sons, Inc., 2019. http://dx.doi.org/10.1002/9781119579311.ch11.

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Zinszner, Jean-Luc, Benjamin Erzar, and Pascal Forquin. "Shockless Characterization of Ceramics Using High-Pulsed Power Technologies." In Dynamic Damage and Fragmentation. John Wiley & Sons, Inc., 2019. http://dx.doi.org/10.1002/9781119579311.ch12.

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Kumar Rai, Nirmal, and H. S. Udaykumar. "A Eulerian Level Set-based Framework for Reactive Meso-scale Analysis of Heterogeneous Energetic Materials." In Dynamic Damage and Fragmentation. John Wiley & Sons, Inc., 2019. http://dx.doi.org/10.1002/9781119579311.ch13.

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Favrie, Nicolas, and Sergey Gavrilyuk. "A Well-posed Hypoelastic Model Derived From a Hyperelastic One." In Dynamic Damage and Fragmentation. John Wiley & Sons, Inc., 2019. http://dx.doi.org/10.1002/9781119579311.ch14.

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El Maï, Skander, Sèbastien Mercier, and Alain Molinari. "Analysis of the Localization Process Prior to the Fragmentation of a Ring in Dynamic Expansion." In Dynamic Damage and Fragmentation. John Wiley & Sons, Inc., 2019. http://dx.doi.org/10.1002/9781119579311.ch2.

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Marigo, Jean-Jacques, and Arthur Geromel Fischer. "Gradient Damage Models Coupled With Plasticity and Their Application to Dynamic Fragmentation." In Dynamic Damage and Fragmentation. John Wiley & Sons, Inc., 2019. http://dx.doi.org/10.1002/9781119579311.ch3.

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Kleiser, Geremy J., Benoit Revil-Baudard, and Oana Cazacu. "Plastic Deformation of Pure Polycrystalline Molybdenum." In Dynamic Damage and Fragmentation. John Wiley & Sons, Inc., 2019. http://dx.doi.org/10.1002/9781119579311.ch4.

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Streszczenia konferencji na temat "Dynamic damage"

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Blaschke, Holger, Marco Jupe, Detlev Ristau, S. Martin, S. Bock, and E. Welsch. "Dynamic absorptance behavior of hybrid multilayers at 193 nm." In Boulder Damage, edited by Gregory J. Exarhos, Arthur H. Guenther, Keith L. Lewis, M. J. Soileau, and Christopher J. Stolz. SPIE, 2002. http://dx.doi.org/10.1117/12.461688.

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Mao, Qinghua, and 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.

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Abstract When a damage exists in a structure, the dynamic characteristics of the structure are changed. A great deal of effort has been elaborated to determine the position and the amount of the damage by using the natural frequencies and the mode shapes. In this paper, a theoretical method is given to detect the damage in a structure based on the changes of its natural frequencies and the mode shapes. After determining the location of the damage, a correcting factor describing a reduction in stiffness of damaged element gives the amount of the damage. This method is proved on two examples of

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Peng, Shuang Jiu, and 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.

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Taylor, Lucas N., Andrew K. Brown, Kyle D. Olson, and Joseph J. Talghader. "High-speed quantitative phase imaging of dynamic thermal deformation in laser irradiated films." In SPIE Laser Damage, edited by Gregory J. Exarhos, Vitaly E. Gruzdev, Joseph A. Menapace, Detlev Ristau, and MJ Soileau. SPIE, 2015. http://dx.doi.org/10.1117/12.2195107.

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Cheng, L., S. I. Kam, M. Delshad, and 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.

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Grove, Brenden Michael, Jeremy P. Harvey, and 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.

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Liu, Xiaoguang, Wenshen Hua, and Tong Guo. "Dynamic thermal model of photovoltaic cell illuminated by laser beam." In Pacific Rim Laser Damage, edited by Jianda Shao, Takahisa Jitsuno, Wolfgang Rudolph, and Meiping Zhu. SPIE, 2015. http://dx.doi.org/10.1117/12.2187212.

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Opedal, Nils van der Tuuk, Pierre Cerasi, and 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.

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Gasmi, Khaled, Bianca Alarcon, Monica Guerrero, and 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.

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Yoo, David, and 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.

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Identifying damages in mechanical structures in advance is essential part of preventing catastrophic losses. Among several non-destructive methods, the vibration-based method, which utilizes global characteristics of the structures, has several advantages such as not requiring prior information on possible damage location and physical access to it. In the meantime, the mechanical structures are inevitably subject to uncertainties, whose distribution is often unknown in practical situations due to such as limited amount of available data. Uncertainties are treated as interval uncertainty in suc

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Raporty organizacyjne na temat "Dynamic damage"

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Ju, Frederick D. Structure Dynamic Theories for Damage Diagnosis. Defense Technical Information Center, 1988. http://dx.doi.org/10.21236/ada203209.

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Chen, E. P. Nonlocal effects on dynamic damage accumulation in brittle solids. Office of Scientific and Technical Information (OSTI), 1995. http://dx.doi.org/10.2172/176785.

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A.L. Cundy. Use of Response Surface Metamodels in Damage Identification of Dynamic Structures. Office of Scientific and Technical Information (OSTI), 2003. http://dx.doi.org/10.2172/812182.

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Khan, Akhtar S. Dynamic and Quasi-Static Multiaxial Response of Ceramics and Constitutive/Damage Modeling. Defense Technical Information Center, 2001. http://dx.doi.org/10.21236/ada391958.

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Zacharia, Nicole S., Ryan Davis, Xiayun Huang, and Hsiu-chin Huang. Tailoring Dynamic Mechano-Responsive Polymer Systems for Energy Dissipation and Damage Resistance. Defense Technical Information Center, 2013. http://dx.doi.org/10.21236/ada594871.

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Ghosh, Somnath. Multi-Scale Dynamic Computational Models for Damage and Failure of Heterogeneous Materials. Defense Technical Information Center, 2006. http://dx.doi.org/10.21236/ada459374.

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Farrar, C. R., W. E. Baker, T. M. Bell, et al. Dynamic characterization and damage detection in the I-40 bridge over the Rio Grande. Office of Scientific and Technical Information (OSTI), 1994. http://dx.doi.org/10.2172/10158042.

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Khan, Akhtar S. Dynamic Multi-Axial Loading Response and Constitutive/Damage Modeling of Titanium and Titanium Alloys. Defense Technical Information Center, 2006. http://dx.doi.org/10.21236/ada455627.

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Ju, J. W. Dynamic Rate Dependent Elastoplastic Damage Modeling of Concrete Subject to Blast Loading: Formulation and Computational Aspects. Defense Technical Information Center, 1990. http://dx.doi.org/10.21236/ada229964.

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Perez-Rivera, Anthony, Jonathan Trovillion, Peter Stynoski, and Jeffrey Ryan. Simulated barge impacts on fiber-reinforced polymers (FRP) composite sandwich panels : dynamic finite element analysis (FEA) to develop force time histories to be used on experimental testing. Engineer Research and Development Center (U.S.), 2024. http://dx.doi.org/10.21079/11681/48080.

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The purpose of this study is to evaluate the dynamic response of fiber-reinforced polymer (FRP) composite sandwich panels subjected to typical barge impact masses and velocities to develop force time histories that can be used in controlled experimental testing. Dynamic analyses were performed on FRP composite sandwich panels using the finite element method software Abaqus/Explicit. The “traction-separation” law in the Abaqus software is used to define the cohesive surface interaction properties to evaluate the damage between FRP composite laminate layers as well as the core separation within

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