Relevant bibliographies by topics / Constitutive Model

Contents

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

Academic literature on the topic 'Constitutive Model'

Author: Grafiati
Published: 4 June 2021
Last updated: 25 July 2025

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Journal articles on the topic "Constitutive Model"

1

Desai, Chandrakant S., and Mohammad R. Salami. "Constitutive Model for Rocks." Journal of Geotechnical Engineering 113, no. 5 (1987): 407–23. http://dx.doi.org/10.1061/(asce)0733-9410(1987)113:5(407).

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Khoo, H. A., and T. M. Hrudey. "Constitutive Model for Ice." Journal of Engineering Mechanics 118, no. 2 (1992): 259–79. http://dx.doi.org/10.1061/(asce)0733-9399(1992)118:2(259).

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Rus, Guillermo, Juan Melchor, Marie Muller, and Akhtar A. Khan. "Biomechanical Constitutive Model Identification." Mathematical Problems in Engineering 2019 (July 14, 2019): 1–2. http://dx.doi.org/10.1155/2019/3607015.

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Yang, Wei Wu, Hai Feng Liu, and Jian Guo Ning. "Dynamic Constitutive Model of Concrete." Advanced Materials Research 450-451 (January 2012): 379–82. http://dx.doi.org/10.4028/scientific5/amr.450-451.379.

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Yang, Wei Wu, Hai Feng Liu, and Jian Guo Ning. "Dynamic Constitutive Model of Concrete." Advanced Materials Research 450-451 (January 2012): 379–82. http://dx.doi.org/10.4028/www.scientific.net/amr.450-451.379.

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Based on the damage and Ottosen failure criterion, a dynamic constitutive model is proposed to investigate the mechanical behavior of concrete subjected to impact loading. The model predictions fit well with experimental results. So it can be used to simulate dynamic mechanical behavior of concrete
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Ma, Wen Xu, and Ying Guang Fang. "Gradient of Soil Constitutive Model." Advanced Materials Research 168-170 (December 2010): 1126–29. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.1126.

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For the soil is a very complex natural material, significant strain gradient effect exist in soil analysis. Based on the "gradient" phenomenon, we add the plastic strain gradient hardening item into the traditional Cambridge yield surface. By using the consistency conditions and associated flow rule, we get the explicit expression of plastic strain gradient stiffness matrix. And the finite element method of plastic strain gradient is also shown in this article. Plastic strain gradient is actually a phenomenological non-local model containing microstructure information of the material. It may o
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Yao, Yang-Ping, Haruyuki Yamamoto, and Nai-Dong Wang. "Constitutive Model Considering Sand Crushing." Soils and Foundations 48, no. 4 (2008): 603–8. http://dx.doi.org/10.3208/sandf.48.603.

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Ord, A., B. E. Hobbs, and K. Regenauer-Lieb. "A smeared seismicity constitutive model." Earth, Planets and Space 56, no. 12 (2004): 1121–33. http://dx.doi.org/10.1186/bf03353331.

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Mróz, Z., N. Boukpeti, and A. Drescher. "Constitutive Model for Static Liquefaction." International Journal of Geomechanics 3, no. 2 (2003): 133–44. http://dx.doi.org/10.1061/(asce)1532-3641(2003)3:2(133).

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Zhao, Fuzhang. "Constitutive Model for Rubberlike Materials." Advances in Pure Mathematics 14, no. 08 (2024): 633–49. http://dx.doi.org/10.4236/apm.2024.148035.

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Dissertations / Theses on the topic "Constitutive Model"

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Adi, Riyono Winarputro. "CJS-RE : a hierarchical constitutive model for rammed earth." Thesis, Lyon, 2017. http://www.theses.fr/2017LYSEC036/document.

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Le pisé est une technique constructive vernaculaire consistant à compacter successivement des couches de terre humide entre des coffrages. Cette technique, présente dans le monde entier, l'est en particulier en France dans la région Auvergne-Rhône-Alpes. Comme il n'existe pas de réglementation attachée à cette technique constructive, il est très difficile pour des propriétaires de réparer leur bien. Le développement de cette technique pour de nouveaux projets souffre aussi de cette absence alors qu'elle répond à certains enjeux posés par le Développement Durable. Le travail présenté ici fait p
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Kelln, Curtis Gerald. "An elastic-viscoplastic constitutive model for soil." Thesis, Queen's University Belfast, 2008. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.491999.

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The concepts of elasticity and viscoplasticity were used to develop an elastic-viscoplastic (EVP) constitutive model for soil. The mathematical description of viscoplastic straining includes a measure of both effective stress and the corresponding volumetric packing of the soil particles. The model is able capture the dependence of stress-strain relationships and undrained shear strength on strain rate, the development of irrecoverable plastic strains at constant stress, which is creep, and the relaxation of stresses at constant strain. A Newton-Raphson solution scheme with a stress point algo
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SIMOES, LEONARDO CRAVEIRO. "A CONSTITUTIVE MODEL FOR FIBER REINFORCED CONCRETE." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 1998. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1511@1.

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COORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR<br>Nos últimos 40 anos, tem-se observado um crescente interesse por compósitos formados pela adição de fibras a matrizes de concreto, os chamados concretos reforçados com fibras. Esse interesse é justificado, sobretudo, pelo significativo ganho em tenacidade que as fibras proporcionam, atenuando as características frágeis do concreto. De fato, em virtude do mecanismo de reforço promovido pelas fibras, o concreto com fibras é capaz de absorver muito mais energia de deformação até a ruptura, apresentando, no regime pós-fissura
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Kim, Se-Hyung. "Cyclic Uniaxial Constitutive Model For Steel Reinforcement." Thesis, Virginia Tech, 2015. http://hdl.handle.net/10919/51241.

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Reinforced Concrete (RC) structures are common in earthquake-prone areas. During an earthquake, the steel reinforcement is subjected to cyclic strain histories which lead to inelastic response. In the case of rare, strong earthquakes, inelastic buckling and even rupture due to low-cycle fatigue can also occur. The understanding and characterization of the performance of RC structures under earthquake hazards requires the accurate simulation of the inelastic hysteretic behavior of steel reinforcement by means of appropriate constitutive models. Several uniaxial material models have been develo
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Babbepalli, Venkata Venu Sai Phani Ram. "Implementation of moisturedependent constitutive model for paperboard." Thesis, KTH, Hållfasthetslära, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-284356.

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There has been a considerable increase in the usage of paper products due to its sustainability in the product cycle. Many environmental and process variables can affect the mechanical behavior of paper from its making to finished products. Of these variables, moisture is of particular importance and strongly influences both papermaking, converting, and end-use of the paper products. Experimental investigations at different humidity levels reveals that normalized in-plane constitutive parameters, such as elastic parameters and the linear hardening modulus, in both MD and CD1) follow a linear r
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Chen, Cheng-Wei. "A constitutive model for fiber-reinforced soils." Diss., Columbia, Mo. : University of Missouri-Columbia, 2007. http://hdl.handle.net/10355/4768.

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Thesis (Ph. D.)--University of Missouri-Columbia, 2007.<br>The entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Typescript. Vita. Title from title screen of research.pdf file (viewed on March 6, 2009) Includes bibliographical references.
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Mei, Zhu. "Structural hybrid simulation with model updating of material constitutive model." Doctoral thesis, Università degli studi di Trento, 2018. https://hdl.handle.net/11572/368550.

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When hybrid simulation (HS) with substructures is employed for assessing the seismic behavior of a large complex structure, it is unrealistic to test all the components that may exhibit strong nonlinearity. Hence, the accuracy of the numerical substructure (NS) faces an increased challenge. To this end, this paper will emphasize on improving the accuracy of the NS in hybrid simulation based on the model updating approach. Most hybrid simulations with model updating (UHS) focus on updating the parameters of the component constitutive model (story shear model) leading to large modeling errors an
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Mei, Zhu. "Structural hybrid simulation with model updating of material constitutive model." Doctoral thesis, University of Trento, 2018. http://eprints-phd.biblio.unitn.it/2959/1/TESI_ZHU_MEI.pdf.

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When hybrid simulation (HS) with substructures is employed for assessing the seismic behavior of a large complex structure, it is unrealistic to test all the components that may exhibit strong nonlinearity. Hence, the accuracy of the numerical substructure (NS) faces an increased challenge. To this end, this paper will emphasize on improving the accuracy of the NS in hybrid simulation based on the model updating approach. Most hybrid simulations with model updating (UHS) focus on updating the parameters of the component constitutive model (story shear model) leading to large modeling errors an
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Junior, Wanderley Camargo Russo. "Desenvolvimento de um modelo hipoplástico que represente efeitos do sobreadensamento." Universidade de São Paulo, 2006. http://www.teses.usp.br/teses/disponiveis/3/3145/tde-19092006-170548/.

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São propostas modificações em um modelo hipoplástico buscando representar o comportamento mecânico de argilas sobreadensadas. São introduzidos no modelo a razão de sobreadensamento, o intercepto de coesão e índices que representam características do trecho sobreadensado, resultando em parâmetros com claro sentido físico e de fácil determinação. A equação constitutiva é então calibrada com parâmetros de solos sobreadensados e a capacidade dos modelos de representar o comportamento de dois solos em particular é verificada, confrontando as previsões teóricas com resultados experimentais em divers
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Pisoni, Attilio C. (Attilio Carlo). "A constitutive model for friction in metal-working." Thesis, Massachusetts Institute of Technology, 1992. http://hdl.handle.net/1721.1/12620.

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Books on the topic "Constitutive Model"

1

Timmermans, P. Evaluation of a constitutive model for solid polymeric materials. Eindhoven University of Technology, 1997.

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Zhang, Sherong, Xiaohua Wang, and Chao Wang. Dynamic Mechanical Behaviors and Constitutive Model of Roller Compacted Concrete. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8987-2.

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Hamilton, Colin James. A plane strain constitutive model for sands under non monotonic loading. University of Birmingham, 1997.

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1928-, Sun C. T., and Langley Research Center, eds. A constitutive model for AS4/PEEK thermoplastic composites under cyclic loading. Purdue University, School of Aeronautics and Astronautics, 1990.

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United States. National Aeronautics and Space Administration., ed. A GENERAL REVERSIBLE HEREDITY CONSTITUTIVE MODEL... NASA-TM-107494... APR. 7, 1998. s.n., 1999.

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6

Molenkamp, F. Numerical simulation of cyclic triaxal tests by means of the constitutive model ALTERNAT. University of Manchester, 1989.

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H, Allen David, Harris Charles E. 1950-, and Langley Research Center, eds. A procedure for utilization of a damage-dependent constitutive model for laminated composites. National Aeronautics and Space Administration, Langley Research Center, 1992.

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United States. National Aeronautics and Space Administration., ed. On the finite element implementation of the generalized method of cells micromechanics constitutive model. National Aeronautics and Space Administration, 1995.

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Chan, Gabrielle Ka-Po. Finite element analysis of an embankment dam using the Monot double-hardening constitutive soil model. University of Manchester, 1996.

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10

Beris, Antony N. Spectral calculations of viscoelastic flows: Evaluation of the Giesekus constitutive equation in model flow problems. Cornell Theory Center, Cornell University, 1992.

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Book chapters on the topic "Constitutive Model"

1

Hashiguchi, Koichi. "Viscoplastic Constitutive Equations." In Foundations of Elastoplasticity: Subloading Surface Model. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-48821-9_13.

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Hashiguchi, Koichi. "Elastic Constitutive Equations." In Foundations of Elastoplasticity: Subloading Surface Model. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-48821-9_5.

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Hashiguchi, Koichi. "Elastic Constitutive Equations." In Foundations of Elastoplasticity: Subloading Surface Model. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-030-93138-4_7.

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Hashiguchi, Koichi. "Elastoplastic Constitutive Equations." In Foundations of Elastoplasticity: Subloading Surface Model. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-030-93138-4_8.

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Hashiguchi, Koichi. "Constitutive Equations of Metals." In Foundations of Elastoplasticity: Subloading Surface Model. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-48821-9_10.

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Hashiguchi, Koichi. "Constitutive Equations of Soils." In Foundations of Elastoplasticity: Subloading Surface Model. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-48821-9_11.

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Hashiguchi, Koichi. "Constitutive Equations of Metals." In Foundations of Elastoplasticity: Subloading Surface Model. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-030-93138-4_12.

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Hashiguchi, Koichi. "Constitutive Equations of Soils." In Foundations of Elastoplasticity: Subloading Surface Model. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-030-93138-4_13.

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Jhun, Choon-Sik, Jonathan F. Wenk, Kay Sun, and Julius M. Guccione. "Constitutive Equations and Model Validation." In Computational Cardiovascular Mechanics. Springer US, 2009. http://dx.doi.org/10.1007/978-1-4419-0730-1_3.

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Indraratna, Buddhima, and Trung Ngo. "UOW – constitutive model for ballast." In Ballast Railroad Design: SMART-UOW Approach. CRC Press, 2018. http://dx.doi.org/10.1201/9780429504242-8.

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Conference papers on the topic "Constitutive Model"

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Chieslar, J. D. "A Comprehensive Constitutive Model Solver." In 56th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2022. http://dx.doi.org/10.56952/arma-2022-0865.

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ABSTRACT: The object-oriented software concept is applied to material mechanics calculations. The result is a comprehensive predictor-corrector which has been employed to solve virtually all of the constitutive exercises in a mature, general-purpose, finite element program. In addition to updating internal variables consistent with global inputs (corrector), the software also produces consistent material tangents (predictor), without resort to formulae. Coupled mechanical-thermal-porous flow problems are addressed as well as compound mechanical responses: creep-plasticity, creep-damage, etc. M
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Hom, Craig L., and Natarajan Shankar. "Constitutive model for relaxor ferroelectrics." In 1999 Symposium on Smart Structures and Materials, edited by Vasundara V. Varadan. SPIE, 1999. http://dx.doi.org/10.1117/12.350068.

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Reedlunn, Benjamin. "New Salt Constitutive Model Status." In Proposed for presentation at the DOE-EPA Technical Exchange held October 27-27, 2022 in Albuquerque, New Mexico United States. US DOE, 2022. http://dx.doi.org/10.2172/2005737.

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Hicher, P. Y., and C. S. Chang. "A Constitutive Model for Lunar Soil." In 11th Biennial ASCE Aerospace Division International Conference on Engineering, Science, Construction, and Operations in Challenging Environments. American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40988(323)16.

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Deng, W., and I. B. Morozov. "Lagrangian Constitutive Model for Bitumen Sands." In 76th EAGE Conference and Exhibition 2014. EAGE Publications BV, 2014. http://dx.doi.org/10.3997/2214-4609.20141406.

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Vinogradov, Aleksandra M. "Constitutive model of piezoelectric polymer PVDF." In 1999 Symposium on Smart Structures and Materials, edited by Vasundara V. Varadan. SPIE, 1999. http://dx.doi.org/10.1117/12.350121.

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Molenaar, M. M., J. M. Huyghe, and P. A. J. van den Bogert. "A Constitutive Model For Swelling Shales." In SPE/ISRM Rock Mechanics in Petroleum Engineering. Society of Petroleum Engineers, 1998. http://dx.doi.org/10.2118/47332-ms.

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Neilsen, Mike, Wei-Yang Lu, Bill Olsson, and Terry Hinnerichs. "A Viscoplastic Constitutive Model for Polyurethane Foams." In ASME 2006 International Mechanical Engineering Congress and Exposition. ASMEDC, 2006. http://dx.doi.org/10.1115/imece2006-14551.

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A series of experiments was recently performed to characterize the mechanical response of several different rigid polyurethane foams to large deformation. In these experiments, the effects of load path, loading rate, and temperature were investigated. Results from these experiments indicated that rigid polyurethane foams exhibit significant volumetric and deviatoric plasticity when they are compressed. Based on these experiments, a foam plasticity model that captures volumetric and deviatoric plasticity was developed. This model has a yield surface that is an ellipsoid about the hydrostat. The
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Kerali, Anthony G. "Constitutive model for predicting deterioration in concrete." In 2nd International RILEM Symposium on Advances in Concrete through Science and Engineering. RILEM Publications, 2006. http://dx.doi.org/10.1617/2351580028.030.

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Li, Keyu. "Experimental evaluation of a viscoplastic constitutive model." In 36th Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1995. http://dx.doi.org/10.2514/6.1995-1427.

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Reports on the topic "Constitutive Model"

1

Callahan, G. D. Crushed Salt Constitutive Model. Office of Scientific and Technical Information (OSTI), 1999. http://dx.doi.org/10.2172/4127.

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Callahan, G. D., M. C. Loken, K. D. Mellegard, and F. D. Hansen. Crushed-salt constitutive model update. Office of Scientific and Technical Information (OSTI), 1998. http://dx.doi.org/10.2172/568994.

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Raboin, P. J. A solidification constitutive model for NIKE2D and NIKE3D. Office of Scientific and Technical Information (OSTI), 1994. http://dx.doi.org/10.2172/71390.

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Bilyk, Stephan R. Dynamic Experiments and Constitutive Model Performance for Polycarbonate. Defense Technical Information Center, 2014. http://dx.doi.org/10.21236/ada608135.

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Coulibaly, Jibril. An assessment of Callahan's crushed salt constitutive model. Office of Scientific and Technical Information (OSTI), 2023. http://dx.doi.org/10.2172/2430736.

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Messner, M., and T. Sham. Initial High Temperature Inelastic Constitutive Model for Alloy 617. Office of Scientific and Technical Information (OSTI), 2020. http://dx.doi.org/10.2172/1644689.

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Neilsen, M. K., H. S. Morgan, and R. D. Krieg. A phenomenological constitutive model for low density polyurethane foams. Office of Scientific and Technical Information (OSTI), 1987. http://dx.doi.org/10.2172/6633017.

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Dass, William C., and Douglas H. Merkle. Computational Aspects of the ARA Three Invariant Constitutive Model. Defense Technical Information Center, 1986. http://dx.doi.org/10.21236/ada170072.

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Dong, Wen. Linear and Nonlinear Constitutive Model for Piezoelectricity in ALEGRA-FE. Office of Scientific and Technical Information (OSTI), 2017. http://dx.doi.org/10.2172/1596206.

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Rouiller, Vincent, and Gregory B. McKenna. A viscoelastic constitutive model for creep response of polyurethane rubber. National Institute of Standards and Technology, 1998. http://dx.doi.org/10.6028/nist.ir.6177.

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