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Relevant bibliographies by topics / Damage analysis

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Academic literature on the topic 'Damage analysis'

Author: Grafiati

Published: 4 June 2021

Last updated: 29 January 2023

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Journal articles on the topic "Damage analysis"

1

Vafaei, Mohammadreza, Azlan bin Adnan, and Mohammadreza Yadollahi. "Seismic Damage Detection Using Pushover Analysis." Advanced Materials Research 255-260 (May 2011): 2496–99. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.2496.

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Inter-story drift ratio is a general damage index which is being used to detect damaged stories after severe ground motions. Since this general damage index cannot detect damaged elements also the severity of imposed damages on elements, a new real-time seismic damage detection method base on artificial neural networks was proposed to overcome this issue. This approach considers nonlinear behaviour of structures and not only is capable of detecting damaged elements but also can address the severity of imposed damages. Proposed algorithm was applied on a 3-story concrete building .The obtained results confirmed accuracy and robustness of this method.

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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 diameter of the shaft. The difference vectors between damaged and undamaged shafts are used as input vectors for wavelet analysis. The measure of damage severity is estimated using a parameter formulated from the distribution of wavelet coefficients with respect to the scales. Diagnosis results for different damage cases such as single and multiple damages are presented.

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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 size of damage. Thisinformationis obtained by considering two cases of damage sizes (case-1 and case-2)in the structures. Finite element methodbased commercial analysis package ANSYSis used to obtain thenormalized displacement mode shapesof the three models both for intact and damaged states and then the damage indicator is calculated from the mode shapes data.The numerical analysis to detect damage is followed by validation by experimental modal testing.

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Sun , Yun, Qiuwei Yang, and Xi Peng. "Structural Damage Assessment Using Multiple-Stage Dynamic Flexibility Analysis." Aerospace 9, no. 6 (May 29, 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 damaged elements are calculated in Stage III. The proposed approach fully uses the filtering ability of matrix rank analysis for data noise. A 27-bar truss structure and a steel frame structure are used as the numerical and experimental examples to demonstrate the proposed method, respectively. From the numerical and experimental results, it is found that structure damages can be successfully identified through the multiple-stage dynamic flexibility analysis. By comparative study, the proposed method has more powerful antinoise ability and higher calculation accuracy than the generalized flexibility method. The proposed method may be a promising tool for structural damage assessment.

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Kawashima, Fumiko, Takumi Tokiyoshi, Toshihide Igari, Akira Shiibashi, and Naoya Tada. "OS12W0391 Advanced creep damage analysis of low-alloy steel welds considering the microscopic damage progress." Abstracts of ATEM : International Conference on Advanced Technology in Experimental Mechanics : Asian Conference on Experimental Mechanics 2003.2 (2003): _OS12W0391. http://dx.doi.org/10.1299/jsmeatem.2003.2._os12w0391.

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Fei, Qing Guo, Ai Qun Li, Chang Qing Miao, and Zhi Jun Li. "Structural Damage Identification Using Wavelet Packet Analysis and Neural Network." Key Engineering Materials 324-325 (November 2006): 205–8. http://dx.doi.org/10.4028/www.scientific.net/kem.324-325.205.

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This paper describes a study on damage identification using wavelet packet analysis and neural networks. The identification procedure could be divided into three steps. First, structure responses are decomposed into wavelet packet components. Then, the component energies are used to define damage feature and to train neural network models. Finally, in combination with the feature of the damaged structure response, the trained models are employed to determine the occurrence, the location and the qualification of the damage. The emphasis of this study is put on multi-damage case. Relevant issues are studied in detail especially the selection of training samples for multi-damage identification oriented neural network training. A frame model is utilized in the simulation cases to study the sampling techniques and the multi-damage identification. Uniform design is determined to be the most suitable sampling technique through simulation results. Identifications of multi-damage cases of the frame including different levels of damage at various locations are investigated. The results show that damages are successfully identified in all cases.

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Lobodanov, Maxim, Pavlo Vegera, Zinoviy Zinoviy, and Andrii Karpushyn. "THEORETICAL ANALYSIS AND EXPERIMENTAL INVESTIGATION OF THE DEFECTS IN THE COMPRESSED ZONE OF THE REINFORCED CONCRETE ELEMENTS." Theory and Building Practice 2022, no. 1 (June 20, 2022): 94–102. http://dx.doi.org/10.23939/jtbp2022.01.094.

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Due to economic trends in the building industry, the investigation of the residual bearing capacity of reinforced concrete elements has been receiving more and more attention in recent years. Studying the effect of damage on the bearing capacity of reinforced concrete elements is one of the main themes of investigation in this field. Results of 4 reinforced concrete beams’ testing are proposed, one of which was the control one (tested without damages) and three- typically damaged in the compressed zone at different load levels. As a result, the most crucial effect was detected by the type of damage, load, and neutral axis position change. In addition, research results demonstrate an increase of 3.8% in reinforced concrete beams bearing capacity if they are damaged under the load, compared with the unloaded damaged reinforced concrete beams.

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Kushnareva, G., N. Ismailova, I. Radchenko, T. Rabocha, and L. Kucherenko. "STRUCTURAL DAMAGE ANALYSIS." Modern technology, materials and design in construction 30, no. 1 (2021): 12–19. http://dx.doi.org/10.31649/2311-1429-2021-12-19.

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The ability of materials to retain the required set of properties under the action of operational loads on the structure is determined by the structural changes that occur under such loads. From the first days of operation, under the influence of force factors, the environment and time, the strength and deformation properties of structures of buildings and structures change. The solution to the main task of construction science - reducing material consumption in construction, is inextricably linked with the need for constant study and refinement of the strength and deformation characteristics of building materials and structures, as well as a change in their bearing capacity over time and an assessment of the working capacity (resource) reserve when setting an external power load. Based on the fundamental position that under the action of a load, a deformation process occurs in the construction material, which is accompanied by irreversible processes of their appearance, development and accumulation of damage to the structure of the material, and, as a result, leads to destruction, we come to the conclusion that it is necessary to carefully study the strength of wooden designs taking into account this phenomenon. There is a need to comprehensively study the issues of damage accumulation in wooden structures under the action of loads and the related processes of changing the cross-sectional area and bearing capacity, to use the research results when calculating structures. This makes it possible to reduce material consumption and make the sections of wooden structures more economical and avoid excessive safety margins. Therefore, an important manifestation is the fixation of cracks and internal interfaces, which allows one to quantify the integral damage of the structure material to predict their safe functioning. The authors considered analytical dependences for the description of disseminated injuries that follow from physical considerations or are constructed from some mechanical models of the process of long-term damage. Three main types of models have been identified: force, deformation and energy. Experimental studies of normal stress diagrams make it possible to visually record the formation of folds in the compressed zone, as well as calculate the value of the instantaneous elastic and viscoelastic components of total deformation. A measure of the accumulation of damage in a material is damage. In this work, the damage was calculated based on the known specific parameters of the material: deflections, relative deformations and changes in the number of acoustic emission signals. The graphs of the dependence of damage on the load were built: - on the development of deflections; - on the development of fibrous deformations; - on the development of deflections and acoustic emission (relative load); - on the development of fibrous deformations (relative load); This scientific work is a logical continuation of previous studies of damage to wooden structures. The article presents the results of experimental studies of the strength, deformability of wooden beams under the influence of a static load. The direction of improving the methodology for designing wooden structures and determining the residual resource has not been reflected in the technical literature. Therefore, it is necessary to conduct a comprehensive study of them.

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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 (February 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 SAP2000® software. The results obtained depicted that it is possible to determine the approximate position of one or more damages in the structure, with some restrictions, and the proposed ASD method presented good correlation to localize the position of single or multiple damages.

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Khan, Mehran, Swarup Mahato, Darius Eidukynas, and Tomas Vaitkunas. "Influence determination of damage to mechanical structure based on modal analysis and modal assurance criterion." Vibroengineering PROCEDIA 42 (May 16, 2022): 27–32. http://dx.doi.org/10.21595/vp.2022.22554.

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Mechanical damages in structures changes its geometry in various ways. However, if damage size comparing to structure size is small, thus observation of this damage could be hard or even impossible in some cases. For this reason, changes in structure’s vibration responses are investigated nowadays. The objective of this research is to investigate the influence of damage size to the vibration response of the mechanical structure – aluminum alloy plate. To achieve this aim, modal analysis of a reference, i.e. health, and multiple damaged structures using ANSYS Workbench, and calculation of modal assurance criterion (MAC) using Matlab were carried out in this research. During this research 6 different damage sizes were modelled and its vibration response was compared to the health one. Obtained results revealed that the bending modes rarely shows any trend towards damages scenario. But, when observing the MAC values matrices, the values related to torsional modes even on the diagonal of the matrices decrease as the damage size increases, which indicates that the damage has more influence on the torsional modes.

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Dissertations / Theses on the topic "Damage analysis"

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McNeill, Brad, and Robert C. Balling. "Boyce Thompson Arboretum Freeze Damage Analysis." University of Arizona (Tucson, AZ), 2011. http://hdl.handle.net/10150/556786.

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Yanilmaz, Huseyin. "Damage Detection In Beams By Wavelet Analysis." Master's thesis, METU, 2007. http://etd.lib.metu.edu.tr/upload/12609162/index.pdf.

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In this thesis, a method proposed by Han et al. [40] for detecting and locating damage in a structural member was adapted. The method was based on the energies that were calculated from the CWT coefficients of vibrational response of a cantilever beam. A transverse cut at varying depths was introduced. The presence and location of crack was investigated by processing experimentally acquired acceleration signals. Results of modal analysis and wavelet analysis of the beam with different cut depths were compared. In addition, effect of using different mother wavelets in CWT analysis for damage detection capability was investigated. Acceleration data were analyzed through CWT at different scales and CWT coefficients were calculated. Those CWT coefficients obtained from different scales were evaluated from the standpoint of damage detection. Effectiveness of energy indices associated with CWT coefficients in damage detection was demonstrated as independent of the type of mother wavelet.

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Samal, Mahendra Kumar. "Nonlocal damage models for structural integrity analysis." kostenfrei, 2007. http://nbn-resolving.de/urn:nbn:de:bsz:93-opus-33369.

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Kim, Hansang. "Damage evaluation of structures by Wavelet analysis /." Search for this dissertation online, 2004. http://wwwlib.umi.com/cr/ksu/main.

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Sathon, Nuttaphon. "Damage and stress analysis on pipework using thermoelastic stress analysis." Thesis, University of Southampton, 2006. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.427400.

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Mcdonald, Sara. "Systematic proteomic analysis of oxygen mediated DNA damage." Thesis, University of Manchester, 2015. https://www.research.manchester.ac.uk/portal/en/theses/systematic-proteomic-analysis-of-oxygen-mediated-dna-damage(7c9ddcea-4945-4462-9f3a-0a2f4935e057).html.

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Blood cell numbers are maintained constant due to an interplay between haemopoiesis and the loss of mature cells. Haemopoiesis is a complex process that generates large numbers of all the blood cells in the body from a relatively small number of haemopoietic stem cells (HSCs). HSCs continually replenish cells that are turned over, or lost by injury or trauma, and must also self-renew to maintain themselves over the lifetime of the organism. HSCs are protected from reactive oxygen species induced DNA damage by the fact that they possess low levels of mitochondrial oxidative metabolism and are enclosed in a protective niche microenvironment. However, DNA damage can occur, which ultimately leads to the expression of mutations in genes such as those encoding protein tyrosine kinases, resulting in dysfunctional haemopoiesis which can lead to diseases such as leukaemias. Discovery phosphoproteomics was used to compare the changes in protein phosphorylation in cells in different phases of haemopoiesis when exposed to hydrogen peroxide (H2O2), which causes DNA-damage via ROS. We identified and relatively quantified thousands of phosphopeptides, with a few hundred being potentially modulated in the presence of H2O2. Novel phosphorylation sites differentially expressed between the different populations were identified, such as UHRF1, in mature cells, and HMGA1, in primitive cells. Bioinformatic analyses have identified pathways and interacting proteins of these targets, multiple reaction monitoring confirmed the identified phosphosites. The same method was utilised to analyse the role of CD45. CD45 has a role in the response to oxidative status, is activated by H2O2 treatment, and is reduced in its levels by oncogenic PTKs in the pathway initiated by CXCL12 that results in cell motility. Thousands of phosphopeptides were identified and quantified, and bioinformatics analysis was used to identify their interactors and the pathways in which they are involved. The data was also compared to data from several other studies. Our investigation revealed multiple targets which help unravel the relationship between ROS, the CD45 pathway and leukaemogenic PTKs to further understand normal and leukaemic haemopoiesis.

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Liu, Bangyan. "Fatigue and damage tolerance analysis of composite laminates - stiffness loss, damage modellig, and life prediction." Thesis, McGill University, 1992. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=60701.

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The prediction of fatigue life and evaluation of onset and growth of matrix cracks and delamination for general composite laminates are studied analytically using theories of damage tolerance, residual modulus degradation and residual strength degradation. Damage onset including matrix cracks and edge delamination are predicted by using a total strain energy release rate criterion which accounts for interactive effects of matrix cracks and delamination. The analytical models for modulus degradation, matrix crack density and delamination size growth as function of fatigue stress and fatigue cycles are proposed. The proposed approach provides four choices for predicting tension-tension fatigue life and for assessing fail-safety for structures made of composite laminates. The direct relation of physical damage to fatigue life and analytical equations for calculating residual elastic moduli E$ rm{ sb1, E sb2, v sb{12}}$ and G$ sb{12}$ in terms of fatigue load and fatigue cycles are proposed. The proposed approach enables prediction of fatigue behaviour of general laminates using experimental data of a basic lay-up such as unidirectional laminate. The finite element technique was utilized to model the fatigue failure process of notched laminates. A simple example of a laminate with a central hole under tension-tension fatigue loading was performed.

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Goi, Yoshinao. "Bayesian Damage Detection for Vibration Based Bridge Health Monitoring." Kyoto University, 2018. http://hdl.handle.net/2433/232013.

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Kuriakose, Sunil. "Analysis of damage in composite laminates under bending." Diss., Georgia Institute of Technology, 2002. http://hdl.handle.net/1853/12054.

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Zhou, Rongxin. "Mesoscopic analysis of damage mechanisms in concrete material." Thesis, University of Edinburgh, 2016. http://hdl.handle.net/1842/23650.

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Concrete is a highly non-homogeneous composite with large heterogeneities of quasi-brittle character. Failure of concrete structures is usually accompanied by cracking of concrete, which is strongly affected by the mesoscale structure and the behaviour of the interface between the aggregates and the mortar matrix, especially under complex stress conditions. Analysis of the failure mechanisms of concrete at the mesoscale is therefore crucial for a better understanding of the macroscopic behaviour of the material, which can in turn contribute to improved design of concrete structures and finding new ways to enhance the material properties. This research aims to investigate the intrinsic failure mechanisms of concrete-like materials from a mesoscale point of view. To do this, continued developments from existing work on mesoscale modelling are carried out to cater the needs of realistically simulating the damage process in concrete under complex loading conditions. The new developments focus on two key aspects. Firstly, techniques to realistically simulate the fracture process of concrete are developed and these involve the incorporation of a combined cohesive and contact mechanisms for the interface between aggregates and mortar matrix. Such interface modelling allows the crack initiation and propagation at the mesoscale to be explicitly represented. Secondly, a full 3D mesoscale finite element model for concrete-like materials with random aggregates and the possibility of high packing density is developed. Use is then made of these enhanced mesoscale models to explore the intrinsic mechanism governing the fundamental behaviour of concrete such as fracture propagation in tension and compression, the well-known size effect and the dynamic strain rate effect. The research investigation begins with an analysis of the size effect in plain concrete beams under three-point bending using a generic 2D mesoscale model. The analysis aims to provide preliminary insight into the use of a mesoscopic computational tool for examining the concrete damage mechanisms with the well-known size effect phenomenon as a benchmark scenario. The shapes and the sizes of the fracture process zone (FPZ) during the whole fracture process are captured. The role of detailed FPZ features is discussed accordingly. On the other hand, the results also point out the deficiencies of the continuum-based mesoscale framework at capturing the evolution of the local fracture process, and to resolve this problem requires explicit simulation of the initiation and propagation of the micro-cracks and thus a realistic reproduction of the fracture process zone, and this becomes the subject of research in much of the later chapters of the thesis. To cater to the needs of better representing the fracture process in concrete, a coupled cohesive-contact interface approach is proposed to model the crack initiation, crack propagation and the friction mechanism within the transition zone between the coarse aggregates and the mortar matrix. The cohesive-contact combined model is verified to perform well under simple as well as complex loading conditions. The interface approach in a mesoscale model framework provides a new platform for investigating the failure mechanisms in terms of the cohesive fracture process and the contact friction process. A more comprehensive and robust mesoscale interface modelling approach, in which the cohesive plus contact interface is inserted along all mesh grids, is developed to study the complex dynamic behaviour of concrete with the consideration that fractures can spread in a fine distributed manner within larger damage areas including the strong aggregate, particularly under high loading rate. By allowing local fractures to develop explicitly, the issues with fracture damage description with a continuum material model can be largely resolved. The effectiveness of such an approach is demonstrated and employed in an investigation into the intrinsic mechanisms governing the sensitivity of the dynamic tension resistance with the loading rate. Subsequently, a re-visit of the size effect in terms of the evolution of the fracture process zones using the mesoscale model with cohesive plus contact interface model is conducted and the results are presented. The preliminary observations from using the continuum-based mesoscale model are examined and verified. Additional insight into the fracture processes in the concrete beams with various sizes is obtained and the intrinsic mechanisms of the size effect are further discussed. On the real 3D mesoscale modelling methodology, the new development focuses on achieving a realistic representation of the actual shapes and sizes of aggregate particles and at the same time allowing for high volumetric ratios of aggregates (packing density) to be attained. In addition to specific techniques to enhance the conventional take-and-place procedure, an algorithm to generate supplementary aggregates to allow increased packing density is proposed and implemented. Example 3D mesoscale specimens so created are then verified against standard experimental tests such as uniaxial compression, uniaxial tension and compression with lateral confinements, and applied to examine the dynamic behaviour of concrete under high strain rate compression.

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Books on the topic "Damage analysis"

1

Davis, Stuart A. Business depth-damage analysis procedures. Ft. Belvoir, Va: US Army Corps of Engineers, Engineer Institute for Water Resources, 1985.

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Davis, Stuart A. Business depth-damage analysis procedures. Ft. Belvoir, Va: US Army Corps of Engineers, Engineer Institute for Water Resources, 1985.

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Davis, Stuart A. Business depth-damage analysis procedures. Ft. Belvoir, Va: US Army Corps of Engineers, Engineer Institute for Water Resources, 1985.

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Davis, Stuart A. Business depth-damage analysis procedures. Ft. Belvoir, Va: US Army Corps of Engineers, Engineer Institute for Water Resources, 1985.

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Davis, Stuart A. Business depth-damage analysis procedures. Ft. Belvoir, Va: US Army Corps of Engineers, Engineer Institute for Water Resources, 1985.

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Hayashida, K. B. SEDS tether M/OD damage analysis. Linthicum Heights: NASA Center for AeroSpace Information, 1997.

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Directorate, Canada Environment Canada Inland Waters. Analysis of Flood Damage Time Series. S.l: s.n, 1986.

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Ontario. Ministry of Natural Resources. Regional flood frequency analysis for Ontario streams: Single station analysis and index method. Toronto: Queen's Printer for Ontario, 1985.

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Ouellette, Pierre. The analysis of flood damage time series. Sainte-Foy, Québec: Inland Water Directorate, Quebec Region, Water Planning and Management Branch, 1986.

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Altenbach, Holm, and Tomasz Sadowski, eds. Failure and Damage Analysis of Advanced Materials. Vienna: Springer Vienna, 2015. http://dx.doi.org/10.1007/978-3-7091-1835-1.

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Book chapters on the topic "Damage analysis"

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Rikard Benton, Heslehurst. "Damage Stress Analysis." In Engineered Repairs of Composite Structures, 41–69. First edition. | Boca Raton, FL : CRC Press/Taylor & Francis Group, 2018.: CRC Press, 2019. http://dx.doi.org/10.1201/9780429198656-4.

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Tong, Liyong, and Grant P. Steven. "Damage tolerance." In Analysis and Design of Structural Bonded Joints, 157–81. Boston, MA: Springer US, 1999. http://dx.doi.org/10.1007/978-1-4615-5133-1_4.

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Mishan, E. J., and Euston Quah. "Compensating for environmental damage." In Cost-Benefit Analysis, 97–103. Sixth edition. | Milton Park, Abingdon, Oxon ; New York : Routledge, 2020.: Routledge, 2020. http://dx.doi.org/10.4324/9781351029780-20.

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Otegui, Jose Luis. "Mechanisms of Damage and Failure." In Failure Analysis, 85–120. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-03910-7_4.

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Otegui, Jose Luis. "Damage Resistance Tests of Materials." In Failure Analysis, 121–48. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-03910-7_5.

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Murakami, Sumio. "Local Approach to Damage and Fracture Analysis." In Continuum Damage Mechanics, 305–23. Dordrecht: Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-2666-6_11.

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Otegui, Jose Luis. "Damage and Failure Mechanisms in Machinery." In Failure Analysis, 219–50. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-03910-7_8.

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Bombardier, Yan, Min Liao, and Guillaume Renaud. "Modelling of Continuing Damage for Damage Tolerance Analysis." In ICAF 2011 Structural Integrity: Influence of Efficiency and Green Imperatives, 231–47. Dordrecht: Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-1664-3_19.

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Kurr, Friedrich. "Quality and Damage Figures." In Handbook of Plastics Failure Analysis, 145–439. München: Carl Hanser Verlag GmbH & Co. KG, 2014. http://dx.doi.org/10.3139/9781569905456.003.

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Murakami, Sumio. "Foundations of Tensor Analysis – Tensor Algebra and Tensor Calculus." In Continuum Damage Mechanics, 325–80. Dordrecht: Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-2666-6_12.

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Conference papers on the topic "Damage analysis"

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Wu, Shenghua, Ana Reis, Pedro Teixeira, A. Barata da Rocha, and Jorge Lino. "Damage prediction in incremental forming by using Lemaitre damage model." In NUMERICAL ANALYSIS AND APPLIED MATHEMATICS ICNAAM 2012: International Conference of Numerical Analysis and Applied Mathematics. AIP, 2012. http://dx.doi.org/10.1063/1.4756471.

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Bracke, Stefan, and Stephan Haller. "Field damage analysis (FDA) concept: Analysis of complex damage causes." In Integrity (RAMS). IEEE, 2011. http://dx.doi.org/10.1109/rams.2011.5754482.

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Liao, Z. M., M. Nostrand, P. Whitman, and J. Bude. "Analysis of optics damage growth at the National Ignition Facility." 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/10.1117/12.2195515.

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Douti, Dam-Bé L., Sherazade Aknoun, Serge Monneret, Christophe Hecquet, Mireille Commandré, and Laurent Gallais. "In-line quantitative phase imaging for damage detection and analysis." In SPIE Laser Damage, edited by Gregory J. Exarhos, Vitaly E. Gruzdev, Joseph A. Menapace, Detlev Ristau, and MJ Soileau. SPIE, 2014. http://dx.doi.org/10.1117/12.2068178.

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Arenberg, Jonathan W., Lars O. Jensen, and Detlev Ristau. "Analysis of the laser damage characteristics of a production lot." In SPIE Laser Damage, edited by Gregory J. Exarhos, Vitaly E. Gruzdev, Joseph A. Menapace, Detlev Ristau, and MJ Soileau. SPIE, 2014. http://dx.doi.org/10.1117/12.2068336.

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Liao, Z. M., B. Raymond, J. Gaylord, R. Fallejo, J. Bude, and P. Wegner. "Optics damage modeling and analysis at the National Ignition Facility." In SPIE Laser Damage, edited by Gregory J. Exarhos, Vitaly E. Gruzdev, Joseph A. Menapace, Detlev Ristau, and MJ Soileau. SPIE, 2014. http://dx.doi.org/10.1117/12.2068612.

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Stutzman, Marcy L., Joseph Grames, Donald G. Crabb, Yelena Prok, Matt Poelker, Simonetta Liuti, Donal B. Day, and Xiaochao Zheng. "Superlattice Photocathode Damage Analysis." In SPIN PHYSICS: 18th International Spin Physics Symposium. AIP, 2009. http://dx.doi.org/10.1063/1.3215588.

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Mikami, K., S. Motokoshi, T. Somekawa, T. Jitsuno, M. Fujita, and K. A. Tanaka. "A theoretical analysis for temperature dependences of laser-induced damage threshold." In SPIE Laser Damage, edited by Gregory J. Exarhos, Vitaly E. Gruzdev, Joseph A. Menapace, Detlev Ristau, and MJ Soileau. SPIE, 2013. http://dx.doi.org/10.1117/12.2030180.

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Zeidler, A., A. Huber, D. Hug, and P. Dobesberger. "Decision uncertainties in natural hazard risk management: damage potential." In RISK ANALYSIS 2012. Southampton, UK: WIT Press, 2012. http://dx.doi.org/10.2495/risk120241.

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Parisi, M., Y. Anzilotti, G. Rivera, G. Papa, and S. Barbò. "Seismic Damage Mechanisms for Churches and Damage Sequence: Considerations from a Case Study." In 12th International Conference on Structural Analysis of Historical Constructions. CIMNE, 2021. http://dx.doi.org/10.23967/sahc.2021.226.

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Reports on the topic "Damage analysis"

1

Janke, C. J., J. D. Muhs, E. A. Wachter, R. E. Ziegler, G. L. Powell, N. R. Smyrl, and H. E. Philpot. Composite heat damage spectroscopic analysis. Office of Scientific and Technical Information (OSTI), September 1990. http://dx.doi.org/10.2172/5588643.

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Cote, Paul J., Mark A. Johnson, Krystyna Truszkowska, Stephen B. Smith, and Mark Fleszar. Analysis of HEMCL Railgun Insulator Damage. Fort Belvoir, VA: Defense Technical Information Center, June 2006. http://dx.doi.org/10.21236/ada587269.

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Wei, Y., C. L. Chow, and C. T. Liu. Damage Analysis for Mixed Mode Crack Initiation. Fort Belvoir, VA: Defense Technical Information Center, June 2000. http://dx.doi.org/10.21236/ada408454.

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Kiefer, Jack C., and J. S. Willett. Analysis of Nonresidential Content Value and Depth-Damage Data for Flood Damage Reduction Studies. Fort Belvoir, VA: Defense Technical Information Center, May 1996. http://dx.doi.org/10.21236/ada319792.

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Ericson, Jr., D., T. Wheeler, T. Sype, W. Cramond, A. Camp, K. Maloney, F. Harper, and M. Drouin. Analysis of core damage frequency: Internal events methodology. Office of Scientific and Technical Information (OSTI), January 1990. http://dx.doi.org/10.2172/5066882.

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Carl, Robert D., and Darryl W. Davis. An Integrated Software Package for Flood Damage Analysis. Fort Belvoir, VA: Defense Technical Information Center, February 1989. http://dx.doi.org/10.21236/ada206232.

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Grandt, A. F., Farris Jr., Hillberry T. N., and B. H. Analysis of Widespread Fatigue Damage in Aerospace Structures. Fort Belvoir, VA: Defense Technical Information Center, February 1999. http://dx.doi.org/10.21236/ada360820.

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Odette, G. R., and G. E. Lucas. Damage analysis and fundamental studies for fusion reactor materials development. Office of Scientific and Technical Information (OSTI), January 1993. http://dx.doi.org/10.2172/6719057.

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Sprankle, Ray A., and Victoria M. Schluszas. Pool Fire Analysis Methodology for Assessing Damage to Waste Containers. Office of Scientific and Technical Information (OSTI), June 2020. http://dx.doi.org/10.2172/1637912.

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Pitts, William M., Kathryn M. Butler, and Valentine Junker. Visual evidence, damage estimates, and timeline analysis (Chapters 1-8). Gaithersburg, MD: National Institute of Standards and Technology, 2005. http://dx.doi.org/10.6028/nist.ncstar.1-5av1.

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