Relevant bibliographies by topics / Viscoelastic continuum damage model

Contents

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

Academic literature on the topic 'Viscoelastic continuum damage model'

Author: Grafiati
Published: 3 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Viscoelastic continuum damage model"

1

Weitsman, Y. "A Continuum Damage Model for Viscoelastic Materials." Journal of Applied Mechanics 55, no. 4 (1988): 773–80. http://dx.doi.org/10.1115/1.3173721.

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This paper presents a continuum damage model for viscoelastic materials. “Damage” is expressed by two symmetric, second rank tensors which are related to the total areas of “active” and “passive” microcracks within a representative volume element of the multifractured material. Viscoelasticity is introduced through scalar valued internal state variables that represent the internal degrees-of-freedom associated with the motions of long chain polymeric molecules. The constitutive relations are established from basic considerations of continuum mechanics and irreversible thermodynamics, with deta
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Kassem, Hussein, Ghassan Chehab, and Shadi Najjar. "Development of Probabilistic Viscoelastic Continuum Damage Model for Asphalt Concrete." Transportation Research Record: Journal of the Transportation Research Board 2673, no. 5 (2019): 285–98. http://dx.doi.org/10.1177/0361198119838980.

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The main objective of this paper is to develop a realistic probabilistic framework for characterization of different types of asphalt concrete using advanced material modeling. The adopted methodology builds on and enhances a viscoelastic continuum damage (VECD) material model by utilizing a suite of associated experimental testing protocols and incorporating the uncertainties associated with the different material properties. The modeled uncertainties address the variabilities and errors associated with the linear viscoelastic (LVE) functions achieved from the complex modulus test and damage
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Underwood, B. Shane, Y. Richard Kim, and Murthy N. Guddati. "Improved calculation method of damage parameter in viscoelastic continuum damage model." International Journal of Pavement Engineering 11, no. 6 (2010): 459–76. http://dx.doi.org/10.1080/10298430903398088.

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Lee, Hyun-Jong, and Y. Richard Kim. "Viscoelastic Continuum Damage Model of Asphalt Concrete with Healing." Journal of Engineering Mechanics 124, no. 11 (1998): 1224–32. http://dx.doi.org/10.1061/(asce)0733-9399(1998)124:11(1224).

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Kumar, Rajesh S., and Ramesh Talreja. "A continuum damage model for linear viscoelastic composite materials." Mechanics of Materials 35, no. 3-6 (2003): 463–80. http://dx.doi.org/10.1016/s0167-6636(02)00265-x.

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Chen, Yijun, Mostafa E. Mobasher, Tao You, and Haim Waisman. "Non-local continuum damage model for poro-viscoelastic porous media." International Journal of Rock Mechanics and Mining Sciences 159 (November 2022): 105212. http://dx.doi.org/10.1016/j.ijrmms.2022.105212.

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Sullivan, R. W. "Development of a viscoelastic continuum damage model for cyclic loading." Mechanics of Time-Dependent Materials 12, no. 4 (2008): 329–42. http://dx.doi.org/10.1007/s11043-008-9069-2.

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Ning, Jian Guo, Lin Shang, and Yuanxiang Sun. "A Viscoelastic Continuum Damage Model for Reinforced Concrete Subjected to Shock Loading." Key Engineering Materials 306-308 (March 2006): 309–14. http://dx.doi.org/10.4028/www.scientific.net/kem.306-308.309.

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In this paper, we analyze a RVE of concrete reinforced (RC) with steel reinforcing bar in two vertical directions on basis of the thoughts of composite material and propose that in the ideal case the constitutive equation of reinforce concrete is declared to multiply the viscoelastic constitutive equation of concrete by a reinforcing multiplier G , which is depended on material characters and arrange mode of steel reinforcing bar. In the model, we draw the growing damage law on the assumption that damage only occur in the concrete. Subsequently, we obtain the damage viscoelastic constitutive e
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Lee, Kangjin, Cassie Castorena, and Y. Richard Kim. "Improving the Reliability of Damage Characteristic Curves in the Simplified Viscoelastic Continuum Damage Model." Transportation Research Record: Journal of the Transportation Research Board 2672, no. 28 (2018): 493–502. http://dx.doi.org/10.1177/0361198118797808.

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One of the major advantages of the cyclic fatigue test (AASHTO TP 107) is that the results can be used to calibrate the Simplified Viscoelastic Continuum Damage (S-VECD) model, which is used for mechanistic pavement performance predictions. The crux of the S-VECD model is the damage characteristic curve, which has been shown to be independent of mode of loading, loading history, and temperature. Consequently, a model can be fitted to the damage characteristic curve and used to predict the damage response for any given loading history of interest using limited test results. AASHTO TP 107 curren
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Sun, X., and M. A. Khaleel. "Effects of different design parameters on the stone-impact resistance of automotive windshields." Proceedings of the Institution of Mechanical Engineers, Part D: Journal of Automobile Engineering 219, no. 9 (2005): 1059–67. http://dx.doi.org/10.1243/095440705x34784.

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A constitutive model based on continuum damage mechanics is used to study the stone-impact resistance of automotive windshields. An axisymmetric finite element model is created to simulate the transient dynamic response and impact-induced damage tensors for laminated glass layers subject to stone-impact loading. The windshield glass consists of two glass outer layers laminated by a thin poly(vinyl butyral) (PVB) layer. The constitutive behaviour of the glass layers is simulated using the continuum damage mechanics model with linear damage evolution. The PVB layer is modelled with a linear visc
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Dissertations / Theses on the topic "Viscoelastic continuum damage model"

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Hou, Tian. "Fatigue Performance Prediction of North Carolina Mixtures Using Simplified Viscoelastic Continuum Damage Model." NCSU, 2009. http://www.lib.ncsu.edu/theses/available/etd-07102009-011752/.

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Fatigue performance modeling is one the major topics in asphalt concrete modeling work. Currently the only standard fatigue test available for asphalt concrete mixtures is the flexural bending fatigue test, AASHTO T-321. There are several issues associated with flexural fatigue testing, the most important of which are the stress state is not uniform but varies over the depth of the specimen and equipment for fabricating beam specimens is not widely available. Viscoelastic continuum damage (VECD) fatigue testing is a promising alternative to flexural fatigue testing. Different researchers have
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Xiao, Jing. "Damage and fracture of brittle viscoelastic solids with application to ice load models." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape11/PQDD_0019/NQ47510.pdf.

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Freire, Reuber Arrais. "Evaluation of the coarse aggregate influence in the fatigue damage using fine aggregate matrices with different maximum nominal sizes." reponame:Repositório Institucional da UFC, 2015. http://www.repositorio.ufc.br/handle/riufc/13875.

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FREIRE, R. A. Evaluation of the coarse aggregate influence in the fatigue damage using fine aggregate matrices with different maximum nominal sizes. 2015. 86 f. Dissertação (Mestrado em Engenharia de Transportes) – Centro de Tecnologia, Universidade Federal do Ceará, Fortaleza, 2015.<br>Submitted by Marlene Sousa (mmarlene@ufc.br) on 2015-10-29T12:42:00Z No. of bitstreams: 1 2015_dis_rafreire.pdf: 6423026 bytes, checksum: 9ed8a164fac500a20720f0a2df391b94 (MD5)<br>Approved for entry into archive by Marlene Sousa(mmarlene@ufc.br) on 2015-11-03T18:17:39Z (GMT) No. of bitstreams: 1 2015_dis_rafrei
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Pelà, Luca. "Continuum damage model for nonlinear analysis of masonry structures." Doctoral thesis, Universitat Politècnica de Catalunya, 2009. http://hdl.handle.net/10803/30327.

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The present work focuses on the formulation of a Continuum Damage Mechanics model for nonlinear analysis of masonry structural elements. The material is studied at the macro-level, i.e. it is modelled as a homogeneous orthotropic continuum. The orthotropic behaviour is simulated by means of an original methodology, which is based on nonlinear damage constitutive laws and on the concept of mapped tensors from the anisotropic real space to the isotropic fictitious one. It is based on establishing a one-to-one mapping relationship between the behaviour of an anisotropic real material and that of
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PELA', Luca. "CONTINUUM DAMAGE MODEL FOR NONLINEAR ANALYSIS OF MASONRY STRUCTURES." Doctoral thesis, Università degli studi di Ferrara, 2009. http://hdl.handle.net/11392/2389195.

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The present work focuses on the formulation of a Continuum Damage Mechanics model for nonlinear analysis of masonry structural elements. The material is studied at the macro-level, i.e. it is modelled as a homogeneous orthotropic continuum. The orthotropic behaviour is simulated by means of an original methodology, which is based on nonlinear damage constitutive laws and on the concept of mapped tensors from the anisotropic real space to the isotropic fictitious one. It is based on establishing a one-to-one mapping relationship between the behaviour of an anisotropic real material and
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Abdel-Rahman, Saadeh Shadi. "Characterization of asphalt concrete using anisotropic damage viscoelastic-viscoplastic model." Texas A&M University, 2005. http://hdl.handle.net/1969.1/4761.

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This dissertation presents the integration of a damage viscoelastic constitutive relationship with a viscoplastic relationship in order to develop a comprehensive anisotropic damage viscoelastic-viscoplastic model that is capable of capturing hot mix asphalt (HMA) response and performance under a wide range of temperatures, loading rates, and stress states. The damage viscoelasticity model developed by Schapery (1969) is employed to present the recoverable response, and the viscoplasticity model developed at the Texas Transportation Institute (TTI) is improved and used to model the irrecoverab
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Searcy, Chad Randall. "A multiscale model for predicting damage evolution in heterogeneous viscoelastic media." Diss., Texas A&M University, 2004. http://hdl.handle.net/1969.1/1251.

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A multiple scale theory is developed for the prediction of damage evolution in heterogeneous viscoelastic media. Asymptotic expansions of the field variables are used to derive a global scale viscoelastic constitutive equation that includes the effects of local scale damage. Damage, in the form discrete cracks, is allowed to grow according to a micromechanically-based viscoelastic traction-displacement law. Finite element formulations have been developed for both the global and local scale problems. These formulations have been implemented into a two-scale computational model Numerical res
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Tashman, Laith. "Microstructural viscoplastic continuum model for asphalt concrete." Diss., Texas A&M University, 2003. http://hdl.handle.net/1969.1/313.

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This dissertation presents the development of an anisotropic viscoplastic continuum damage model to describe the permanent deformation of asphalt pavements. The model is developed to account for several phenomena that influence the permanent deformation of Asphalt Concrete (AC) at high temperatures. These phenomena include strain rate dependency, confining pressure dependency, dilation, aggregate friction, anisotropy, and damage. The model is based on Perzyna's theory of viscoplasticity with Drucker-Prager yield function modified to account for the microstructure anisotropy and damage. A para
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Saha, Reema. "Investigation of a continuum damage model using experimental and numerical techniques." Diss., Georgia Institute of Technology, 1995. http://hdl.handle.net/1853/12542.

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Ho, Kwang-Il. "An anisotropic continuum damage model for creep-dominated, multiaxial loading histories." Diss., Georgia Institute of Technology, 1987. http://hdl.handle.net/1853/20043.

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Books on the topic "Viscoelastic continuum damage model"

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Center, Langley Research, ed. Experimental verification of a progressive damage model for composite laminates based on continuum damage mechanics. National Aeronautics and Space Administration, Langley Research Center, 1994.

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United States. Federal Highway Administration. Office of Research and Technology Services, Turner-Fairbank Highway Research Center, and North Carolina State University. Department of Civil, Construction, and Environmental Engineering, eds. Development of a multiaxial viscoelastoplastic continuum damage model for asphalt mixtures. Federal Highway Administration, Research, Development and Technology, Turner-Fairbank Highway Research Center, 2009.

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IUTAM Symposium on Rheology of Bodies with Defects (1997 Beijing, China). IUTAM Symposium on Rheology of Bodies with Defects: Proceedings of the IUTAM Symposium held in Beijing, China, 2-5 September 1997. Kluwer Academic Publishers, 1999.

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Time dependent reliability model incorporating continuum damage mechanics for high-temperature ceramics. National Aeronautics and Space Administration, 1989.

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Book chapters on the topic "Viscoelastic continuum damage model"

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Ning, Jian Guo, Lin Shang, and Yuanxiang Sun. "A Viscoelastic Continuum Damage Model for Reinforced Concrete Subjected to Shock Loading." In Fracture and Strength of Solids VI. Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-989-x.309.

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Babadopulos, Lucas F. de A. L., Jorge B. Soares, Jorge Luis S. Ferreira, and Luis Alberto H. Do Nascimento. "Evaluation of Fatigue Behavior of Aged Asphalt Mixtures Using the Simplified Viscoelastic Continuum Damage Model." In RILEM Bookseries. Springer Netherlands, 2016. http://dx.doi.org/10.1007/978-94-024-0867-6_2.

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Kachanov, L. M. "Damage Model for Ductile Fracture." In Introduction to continuum damage mechanics. Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-017-1957-5_4.

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Kachanov, L. M. "Damage Model for Ductile Fracture." In Introduction to continuum damage mechanics. Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-017-1957-5_5.

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Brünig, Michael. "Continuum Damage Model for Ductile Materials Based on Stress-State-Dependent Damage Functions." In Encyclopedia of Continuum Mechanics. Springer Berlin Heidelberg, 2019. http://dx.doi.org/10.1007/978-3-662-53605-6_253-1.

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Brünig, Michael. "Continuum Damage Model for Ductile Materials Based on Stress-State-Dependent Damage Functions." In Encyclopedia of Continuum Mechanics. Springer Berlin Heidelberg, 2020. http://dx.doi.org/10.1007/978-3-662-55771-6_253.

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Sadowski, Tomasz. "Phenomenological Model of Orthotropic Damage in Polymer Matrix Composites." In Encyclopedia of Continuum Mechanics. Springer Berlin Heidelberg, 2018. http://dx.doi.org/10.1007/978-3-662-53605-6_257-1.

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Sadowski, Tomasz. "Phenomenological Model of Orthotropic Damage in Polymer Matrix Composites." In Encyclopedia of Continuum Mechanics. Springer Berlin Heidelberg, 2020. http://dx.doi.org/10.1007/978-3-662-55771-6_257.

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Hashiguchi, Koichi. "Continuum Damage Model with Subloading Surface Concept." In Foundations of Elastoplasticity: Subloading Surface Model. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-030-93138-4_15.

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Yue, Z. M., H. Badreddine, K. Saanouni, and C. Labergere. "Metal Forming Simulation Based on Advanced Mechanical Model Strongly Coupled with Ductile Damage." In Encyclopedia of Continuum Mechanics. Springer Berlin Heidelberg, 2019. http://dx.doi.org/10.1007/978-3-662-53605-6_258-1.

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Conference papers on the topic "Viscoelastic continuum damage model"

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Rao, Gangadhara, Subba Rao, and R. Kumar. "Damage Assessment of Rotary Wing Aircraft Cabin Door using Continuum Damage Mechanics Model." In Vertical Flight Society 72nd Annual Forum & Technology Display. The Vertical Flight Society, 2016. http://dx.doi.org/10.4050/f-0072-2016-11545.

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The prediction of ultimate strength remains the main challenge in the simulation of the mechanical response of composite structures. This paper examines continuum damage model to predict the strength and size effects for deformation and failure response of polymer composite laminates when subjected to complex state of stress. The paper also considers how the overall results of the exercise can be applied in design applications. The continuum damage model is described and the resulting prediction of size effects are compared against the standard benchmark solutions. The stress analysis for stre
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Kang, Hao, Bryan Glaz, and Matthew Floros. "Time Domain Modeling of Geometrically Nonlinear Viscoelastic Beams for Rotor Blades." In Vertical Flight Society 70th Annual Forum & Technology Display. The Vertical Flight Society, 2014. http://dx.doi.org/10.4050/f-0070-2014-9497.

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A geometrically nonlinear time domain viscoelastic beam model was formulated for modeling rotor blades within the framework of multi-body dynamics-based rotorcraft comprehensive analysis. The formulation was based on a slender beam in a moving frame and undergoing small strain and moderate local rotation. Anelastic Displacement Fields (ADFs) were used to model the viscoelastic materials where internal variables are introduced that interact with the mechanical displacement field of continuum mechanics. Examples of a cantilever beam and simple rotor blade with a viscoelastic flexbeam are provide
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Lua, Jim, Anisur Rahman, Neethi Simon, Eugene Fang, and Nam Phan. "A Discrete Crack Network Based Damage Assessment for Bolted Composite Structures." In Vertical Flight Society 71st Annual Forum & Technology Display. The Vertical Flight Society, 2015. http://dx.doi.org/10.4050/f-0071-2015-10259.

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The failure prediction of a bolted joint is complex due to the presence of contact, plastic deformation in the fastener, hole wearing, hole edge crushing, and micro-buckling near the compressive loading zone. In order to capture the mechanism-based failure modes associated with matrix cracking, delamination, fiber breakage, and crushing under a bearing and clamping load, a continuum damage and discrete crack (CDDC) solution module for the Abaqus toolkit is developed where the continuum damage is used to control the damage evolution and energy dissipation and the discrete crack model is used to
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Lua, Jim, Anisur Rahman, Dinh Pham, and Nam Phan. "A Progressive Damage Model for Fatigue Analysis of Woven Fabric Composites." In Vertical Flight Society 74th Annual Forum & Technology Display. The Vertical Flight Society, 2018. http://dx.doi.org/10.4050/f-0074-2018-12889.

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An efficient two-step progressive damage model has been developed to predict the accumulated damage and fatigue life of woven fabric composite materials. A stress-based failure criterion coupled with a continuum damage approach is employed to predict the damage in fabric materials when loaded up to the desired stress level. Upon fatigue cyclic loading, fatigue damage initiation and propagation in the warp and weft tows, in the matrix constituent and their interfaces are evaluated with S-N based accumulation models characterizing the cycle-dependent strengths in the fiber tows and the matrix su
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Abdel-Tawab, Khaled I., and Y. Jack Weitsman. "A Viscoelastic Continuum Damage Model for Polymeric Composites." In ASME 1996 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 1996. http://dx.doi.org/10.1115/imece1996-1390.

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Abstract A comprehensive thermodynamic framework is proposed for modeling the behavior of polymeric composites exhibiting viscoelasticity, damage and permanent deformation. In the present formulation, the total strain is decomposed into viscoelastic and permanent components. The effect of damage on the constitutive behavior is introduced through direct coupling between damage and the internal state variables representing deformation of the undamaged (virgin) material. This approach accounts for time-dependent damage as well as damage-induced changes in material symmetry. The proposed constitut
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Hasan, Md Mehedi, Md Amanul Hasan, and Rafiqul A. Tarefder. "Evaluation of Fatigue Performance of Coarse and Fine Graded Asphalt Concrete Mix Employing Viscoelastic Continuum Damage (VECD) Model." In International Airfield and Highway Pavements Conference 2019. American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482469.022.

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Vinogradov, Aleksandra M. "Coupled Durability and Functionality of Piezoelectric Polymers." In ASME 2006 International Mechanical Engineering Congress and Exposition. ASMEDC, 2006. http://dx.doi.org/10.1115/imece2006-15886.

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The main characteristic of piezoelectric polymers is coupling of their mechanical and physical properties. In this view, progressive material degradation of the polymers under cyclic loading conditions is an important factor in terms of both their long-term integrity and functional performance. The study reported herein demonstrates that the piezoelectric polymer polyvinylidene fluoride (PVDF) tends to exhibit accelerated creep rates under superimposed static and cyclic loads. Creep acceleration under such conditions has been observed even in the range of stresses well below the viscoelastic l
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Ramo, Nicole L., Snehal S. Shetye, and Christian M. Puttlitz. "Damage Accumulation Modeling and Rate Dependency of Spinal Dura Mater." In ASME 2017 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/imece2017-71007.

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As the strongest of the meningeal tissues, the spinal dura mater plays an important role in the overall behavior of the spinal cord-meningeal complex (SCM). It follows that the accumulation of damage affects the dura mater’s ability to protect the cord from excessive mechanical loads. Unfortunately, current computational investigations of spinal cord injury etiology typically do not include post-yield behavior. Therefore, a more detailed description of the material behavior of the spinal dura mater, including characterization of damage accumulation, is required to comprehensively study spinal
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Kuthe, Nikesh, Suhail Ahmad, Puneet Mahajan, and Leon Mishnaevsky. "Computational Modelling of Repetitive Raindrop Impact and Resulting Fatigue Damage in Wind Turbine Blades." In ASME 2024 43rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2024. http://dx.doi.org/10.1115/omae2024-129798.

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Abstract Computational modelling of repetitive raindrop impact and predicting the ensuing damage in the coating and substrate due to fatigue is an essential step in determining the life of the wind turbine blade. The blade is multi-layered with a viscoelastic coating layer, a viscoelastic putty layer, and an elastic composite substrate with an interface between the layers. The damage usually takes the form of erosion of the coating and debonding at the various interfaces between the layers of the wind turbine blade. The modelling of impact and damage involves several steps beginning with gener
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Allen, David H., and Chad R. Searcy. "Modeling Damage Accumulation in Laminated Composites Subjected to Impact." In ASME 2000 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2000. http://dx.doi.org/10.1115/imece2000-1962.

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Abstract Because of their high strength-to-weight ratio, laminated composites continue to be an attractive alternative to conventional monolithic media in the design of impact resistant structures. Unfortunately, the high cost of production has been a major limiting factor in the usage of laminated composites in design applications. Contributing to this cost is the complexity of the design process, which calls for an increased number of parameters necessary for the optimal design of impact resistant laminated composite structures. One way to address this complexity is through the use of damage
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Reports on the topic "Viscoelastic continuum damage model"

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Weitsman, Y. A Continuum Diffusion Model for Viscoelastic Materials. Defense Technical Information Center, 1988. http://dx.doi.org/10.21236/ada202588.

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Buechler, Miles A. A viscoelastic viscoplastic damage model. Office of Scientific and Technical Information (OSTI), 2013. http://dx.doi.org/10.2172/1095221.

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Buechler, Miles, Darby Luscher, and Nathan Miller. A viscoelastic viscoplastic damage model (VPVD). Office of Scientific and Technical Information (OSTI), 2021. http://dx.doi.org/10.2172/1764867.

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English, Shawn Allen, and Arthur A. Brown. A 3D Orthotropic Elastic Continuum Damage Material Model. Office of Scientific and Technical Information (OSTI), 2013. http://dx.doi.org/10.2172/1113865.

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Chen, E. P. Simulation of concrete perforation based on a continuum damage model. Office of Scientific and Technical Information (OSTI), 1994. http://dx.doi.org/10.2172/10185320.

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Buechler, Miles A. Viscoelastic viscoplastic damage model development, parameter estimation, and comparison to PBX9501 experimental data. Office of Scientific and Technical Information (OSTI), 2013. http://dx.doi.org/10.2172/1095206.

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Ramakrishnan, Aravind, Ashraf Alrajhi, Egemen Okte, Hasan Ozer, and Imad Al-Qadi. Truck-Platooning Impacts on Flexible Pavements: Experimental and Mechanistic Approaches. Illinois Center for Transportation, 2021. http://dx.doi.org/10.36501/0197-9191/21-038.

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Truck platoons are expected to improve safety and reduce fuel consumption. However, their use is projected to accelerate pavement damage due to channelized-load application (lack of wander) and potentially reduced duration between truck-loading applications (reduced rest period). The effect of wander on pavement damage is well documented, while relatively few studies are available on the effect of rest period on pavement permanent deformation. Therefore, the main objective of this study was to quantify the impact of rest period theoretically, using a numerical method, and experimentally, using
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