Relevant bibliographies by topics / Concrete Damage Plasticity Model

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

Academic literature on the topic 'Concrete Damage Plasticity Model'

Author: Grafiati
Published: 4 June 2021
Last updated: 6 September 2023

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Journal articles on the topic "Concrete Damage Plasticity Model"

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Al-Zuhairi, Alaa H., Ali H. Al-Ahmed, Ali A. Abdulhameed, and Ammar N. Hanoon. "Calibration of a New Concrete Damage Plasticity Theoretical Model Based on Experimental Parameters." Civil Engineering Journal 8, no. 2 (2022): 225–37. http://dx.doi.org/10.28991/cej-2022-08-02-03.

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The introduction of concrete damage plasticity material models has significantly improved the accuracy with which the concrete structural elements can be predicted in terms of their structural response. Research into this method's accuracy in analyzing complex concrete forms has been limited. A damage model combined with a plasticity model, based on continuum damage mechanics, is recommended for effectively predicting and simulating concrete behaviour. The damage parameters, such as compressive and tensile damages, can be defined to simulate concrete behavior in a damaged-plasticity model accu
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Voyiadjis, George Z., Ziad N. Taqieddin, and Peter I. Kattan. "Anisotropic damage–plasticity model for concrete." International Journal of Plasticity 24, no. 10 (2008): 1946–65. http://dx.doi.org/10.1016/j.ijplas.2008.04.002.

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Hafezolghorani, Milad, Farzad Hejazi, Ramin Vaghei, Mohd Saleh Bin Jaafar, and Keyhan Karimzade. "Simplified Damage Plasticity Model for Concrete." Structural Engineering International 27, no. 1 (2017): 68–78. http://dx.doi.org/10.2749/101686616x1081.

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Rakić, Dragan M., Aleksandar S. Bodić, Nikola J. Milivojević, Vladimir Lj Dunić, and Miroslav M. Živković. "CONCRETE DAMAGE PLASTICITY MATERIAL MODEL PARAMETERS IDENTIFICATION." Journal of the Serbian Society for Computational Mechanics 15, no. 2 (2021): 111–22. http://dx.doi.org/10.24874/jsscm.2021.15.02.11.

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The procedure for identifying concrete damage plasticity material model parameters is presented in this paper. Concrete damage plasticity material model represents a constitutive model which is based on a combination of theory of plasticity and theory of damage mechanics. This material model is often used in solving geotechnical problems due to its realistic description of mechanical behavior of concrete material. Theoretical basis of concrete damage plasticity material model and material parameters identification procedure are presented in this paper. Proposed identification procedure is appl
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Yang, Ke Jia, Zi Ling Xie, and Wei Li. "Application of RPC Constitutive Model in FEA." Applied Mechanics and Materials 578-579 (July 2014): 25–30. http://dx.doi.org/10.4028/www.scientific.net/amm.578-579.25.

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The damage evolution equation of RPC is established based on 2-parameter Weibull distribution. The constitutive relation of RPC is then calculated based on the damage evolution equation. The constitutive model of RPC is optimized by comparing experimental constitutive curve to models corresponding to different threshold strain. Based on the definition of damage index in ABAQUS, the damaged evolution equation in ABAQUS is recalculated based on the optimized constitutive relation. the concrete damaged plasticity model in ABAQUS is obtained using the aforementioned method. And the concrete damage
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Hanif, M. U., Z. Ibrahim, K. Ghaedi, A. Javanmardi, and S. K. Rehman. "Finite Element Simulation of Damage In RC Beams." Journal of Civil Engineering, Science and Technology 9, no. 1 (2018): 50–57. http://dx.doi.org/10.33736/jcest.883.2018.

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A concrete damage model has been incorporated in finite element code ABAQUS as concrete damaged plasticity model to examine the sensitivity of the damage, as ABAQUS has the model that is capable of stiffness degradation in cracking which is the basis of fracture mechanics. Nonlinear constitutive relationships for concrete and steel have been incorporated in the model. The static and dynamic response of the structure at 10 different damage levels is studied and the sensitivity of the damage model towards the presence of non-linearity has been discussed. The concrete damaged plasticity model is
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Li, Ben-ben, Hai-bei Xiong, Jia-fei Jiang, and Yang Zhan. "Damage plasticity model for passively confined concrete." MATEC Web of Conferences 275 (2019): 02016. http://dx.doi.org/10.1051/matecconf/201927502016.

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This paper presents a modified concrete damage plasticity model (CDPM) for passively confined concrete within the concrete damage plasticity theory frame in ABAQUS. The modified CDPM can be used to simulate concrete under non-uniform passive confinement, for example, Fiber-reinforced polymer (FRP)-confined square concrete columns. The modification of CDPM includes a flow rule and a strain hardening/softening criterion in which dilation angle and yield stress are important parameters. Based on the true-triaxial experiment results of passively confined concrete, the dilation angle and yield stre
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Ding, Hui, Jian Ping Wang, and Cheng Fan. "Application of Damaged Plasticity Model on Slab-Column Joints." Applied Mechanics and Materials 777 (July 2015): 13–17. http://dx.doi.org/10.4028/www.scientific.net/amm.777.13.

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By the analysis of reinforced concrete slab, combined with experiment tests the feasibility of damaged plasticity model for concrete. Using parametric analyses, further the plastic damage model of related parameters set methods were discussed, concrete dilatation Angle, viscous coefficient, tensile stiffness, tensile damage on the results, in order to the design of slab-column connections engineering personnel to provide the reference.
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Shen, Xinpu, Lu Yang, and Fusheng Zhu. "A Plasticity-Based Damage Model for Concrete." Advances in Structural Engineering 7, no. 5 (2004): 461–67. http://dx.doi.org/10.1260/1369433042863260.

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Rafiqul Islam, Mohammad, Abbas Ali, Md Jahir Bin Alam, Tanvir Ahmad, and Salman Sakib. "Analysis of damage-plasticity model of concrete under uniaxial compression loading." International Journal of Engineering & Technology 10, no. 1 (2021): 29. http://dx.doi.org/10.14419/ijet.v10i1.30878.

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Concrete is a quasi-brittle material and shows different behavior in compression and tension. It shows elastic behavior at initial stage and damage-plasticity behavior beyond elastic limit. Therefore, development of material behavior model of concrete is a complex phenomenon. In this study, concrete damage plasticity theory has been described under experiment on concrete cylinder considering uni-axial compression loading and interpreted with analytical data calculated using CEB-FIP model code equation. The code has divided the stress-strain curve for concrete compression into three sections ac
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Dissertations / Theses on the topic "Concrete Damage Plasticity Model"

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Onifade, Ibrahim. "Development of Energy-based Damage and Plasticity Models for Asphalt Concrete Mixtures." Doctoral thesis, KTH, Byggnadsmaterial, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-198663.

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Characterizing the full range of damage and plastic behaviour of asphalt mixtures under varying strain-rates and stress states is a complex and challenging task. One reason for this  is partly due to the strain rate and temperature dependent nature of the material as well as the variation in the properties of the constituent materials that make up the composite asphalt mixture. Existing stress-based models for asphalt concrete materials are developed based on mechanics principles, but these models are, however, limited in their application for actual pavement analysis and design since rate dep
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Wahalathantri, Buddhi Lankananda. "Damage assessment in reinforced concrete flexural members using modal strain energy based method." Thesis, Queensland University of Technology, 2012. https://eprints.qut.edu.au/59509/1/Buddhi_Wahalathantri_Thesis.pdf.

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Damage assessment (damage detection, localization and quantification) in structures and appropriate retrofitting will enable the safe and efficient function of the structures. In this context, many Vibration Based Damage Identification Techniques (VBDIT) have emerged with potential for accurate damage assessment. VBDITs have achieved significant research interest in recent years, mainly due to their non-destructive nature and ability to assess inaccessible and invisible damage locations. Damage Index (DI) methods are also vibration based, but they are not based on the structural model. DI meth
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Santos, Fernanda de Oliveira. "Modelo constitutivo incremental explícito para o concreto confinado baseado na teoria da plasticidade e dano." Universidade de São Paulo, 2018. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-10072018-114442/.

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O confinamento de pilares de concreto por meio de camisas de aço ou compósitos possui uma função importante na preservação, recuperação e reforço de estruturas, pois proporciona aumento de resistência e ductilidade desses elementos estruturais. Porém, grande parte dos modelos existentes apresenta limitações na previsão do comportamento do concreto confinado, principalmente por serem dependentes do tipo de confinamento. Portanto, este trabalho apresenta um modelo para descrição do comportamento tensão-deformação do concreto submetido a qualquer tipo de confinamento uniforme, ativo ou passivo, e
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Bülow, Angeling Jenny. "Weight reduction of concrete poles for the Swedish power line grid : Using a Finite Element Model to optimize geometry in relation to load requirements." Thesis, Linnéuniversitetet, Institutionen för byggteknik (BY), 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-66823.

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Because of an eventual ban of creosote-impregnated products, alternative materials for poles used in the electrical grid are needed. Concrete is one alternative and spun concrete poles have been manufactured for the Swedish grid before. These poles are still in use since the high strength and good functioning. However, they weigh too much in terms of the way that poles are assembled on the grid today. Therefore, a study comparing the capacity of different geometries, resulting in lower weight, is of interest.  In this Master’s Thesis, crack initiation and compressive failure in concrete poles
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Vosoughian, Saeed. "The effect of pre-stressing location on punching shear capacity of concrete flat slabs." Thesis, KTH, Betongbyggnad, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-263243.

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Implementing pre-stressing cables is a viable option aiming at controlling deformation and cracking of concrete flat slabs in serviceability limit state. The pre-stressing cables also contribute to punching shear capacity of the slab when they are located in vicinity of the column. The positive influence of pre-stressing cables on punching capacity of the concrete slabs is mainly due to the vertical component of inclined cables, compressive in-plane stresses and counter acting bending moments near the support region. The method presented in Eurocode 2 to determine the punching capacity of the
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Farahmandpour, Chia. "Modélisation et simulation du comportement des bétons confinés." Thesis, Paris 6, 2017. http://www.theses.fr/2017PA066550/document.

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Les techniques de renforcement de structures en béton armé (BA) par collage de polymères renforcés de fibres (PRF) trouvent un important champ d'applications dans le renforcement des poteaux en BA. Le chemisage par PRF confine le noyau du poteau et permet d'augmenter sa résistance et sa ductilité. Bien que de nombreux travaux expérimentaux aient été consacrés à l'étude de l'effet de confinement du PRF sur le comportement des poteaux en BA, la réalisation d'une simulation réaliste de la réponse structurelle de tels éléments présente de nombreuses difficultés liées aux modèles de comportement pe
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Nguyen, Giang Dinh. "A thermodynamic approach to constitutive modelling of concrete using damage mechanics and plasticity theory." Thesis, University of Oxford, 2005. http://ora.ox.ac.uk/objects/uuid:242564ff-cd6f-4743-8e06-0d3db5f44c3d.

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Recent advances in computational mechanics have opened the potential of carrying out the analysis and design of concrete structures in a realistic manner with the use of nonlinear concrete models. This encourages the development of more capable and realistic constitutive models, based on a rigorous approach, for the analysis and design of concrete structures. This research focuses on the development of a thermodynamic approach to constitutive modelling of concrete, with emphasis on the rigour and consistency both in the formulation of constitutive models, and in the identification of model par
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Tahar, Benabdellah. "C←2 continuous hardening/softening elasto-plasticity model for concrete." Thesis, University of Sheffield, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.323061.

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Gomez, Rodolfo Andres. "Monotonic Plasticity-Damage and Fatigue Life Model Correlations on AISI 4140 Steel." MSSTATE, 2007. http://sun.library.msstate.edu/ETD-db/theses/available/etd-07052007-144738/.

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A microstructure-based plasticity-damage model is used to predict the mechanical behavior of commercially available AISI 4140 steel. Monotonic tension, compression and torsion tests were performed to obtain the set of plasticity and damage constants required for model calibration. Then, tension tests on Bridgman notched specimens were undertaken to study the damage-triaxiality dependence. Three different notch radii generated different levels of triaxiality at the notch. The modeled triaxiality-damage correlation was validated with SEM fracture surface analysis. Stress-strain correlations unde
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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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Books on the topic "Concrete Damage Plasticity Model"

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Gunn, Russell Michael. Non-linear analysis of arch dams including an anisotropic damage mechanics based constitutive model for concrete. 1998.

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Alkali-silica reaction: Minimising the risk of damage to concrete : guidance notes and model specification clauses : report of a Working Party. Concrete Society, 1987.

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Book chapters on the topic "Concrete Damage Plasticity Model"

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Azevedo, António C., Fernando A. N. Silva, João M. P. Q. Delgado, and Isaque Lira. "The Plasticity Model of Concrete Damage—CDPM." In Concrete Structures Deteriorated by Delayed Ettringite Formation and Alkali-Silica Reactions. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-12267-5_3.

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Dummer, A., M. Neuner, and G. Hofstetter. "Investigation of an extended damage-plasticity model for concrete considering nonlinear creep behavior." In Computational Modelling of Concrete and Concrete Structures. CRC Press, 2022. http://dx.doi.org/10.1201/9781003316404-52.

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Jia, Yueqiao, and Jeffrey Choong Luin Chiang. "Finite Element Analysis of Punching Shear of Reinforced Concrete Mushroom Slab-Column Connections Using ABAQUS." In Advances in Frontier Research on Engineering Structures. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8657-4_8.

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AbstractCapital is one of the common measures to strengthen the slab-column connections. It can make the joint's load capacity increase. However, when the connection is subjected to the unbalanced bending moment, the reduction effect of the capital on the bending moment is to be studied. Nonlinear finite element analysis is performed on reinforced concrete slabs with column capital for various moment-to-shear (M/V) ratios. The effect of capital radius on the punching shear resistance of slab-column connections is investigated. The 3D finite element modeling is performed using the concrete damage plasticity model and concrete constitutive equations. The concrete damage plasticity model parameters are calibrated by the experiment results of specimens. Increasing the radius of capital can improve the bearing capacity of nodes and reduce the moment transfer effect obviously.
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Zhao, Fei, Shaoyu Zhao, and Shuli Fan. "Effect of Autoclaved Aerated Concrete on Dynamic Response of Concrete Gravity Dam Under Earthquakes." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2532-2_35.

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AbstractAutoclaved Aerated Concrete (AAC) is commonly used in lower floors buildings in low seismicity areas due to its lightweight property and high energy absorption capacity. This paper proposes a novel application of AAC as an effective seismic countermeasure in the reduction of vibrational energy for concrete gravity dam. According the vibrating characteristics and failure modes of gravity dam under earthquake excitation, AAC was placed in the upper zone of a gravity dam to reduce the seismic inertia force and consequently to increase the seismic safety of the dam. Dynamic responses of two non-overflow sections of a gravity dam were analyzed through finite element analysis utilizing a damaged plasticity constitutive model. The anti-seismic effect of using AAC in gravity dams is researched by inputting different kind of ground motion records. The comparison of the natural vibration characteristics, dam crest displacement, and dynamic damage of the dam were investigated. The results show that, AAC effectively improves seismic resistance of concrete gravity dams, particularly eliminating cracks in the concrete along reduced damage zones, through inertial force reduction and energy dissipation. The results warrant further considerations for applying AAC to gravity dams.
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Senthil, K., and Rachit Sharma. "Estimation on Accuracy of Compressive and Tensile Damage Parameters of Concrete Damage Plasticity Model." In Mechanisms and Machine Science. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-15758-5_6.

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Jia, Yueqiao, and Jeffrey Chiang Choong Luin. "Finite Element Analysis of Reinforced Concrete Slab-Rectangular Column Connections Using ABAQUS." In Advances in Frontier Research on Engineering Structures. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8657-4_4.

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AbstractRectangular columns used in flat-slab structures run the risk of punching shear damage due to stress concentrations, especially when bending moments and vertical forces act together at the connections. Using the finite element analysis method, the existing experiments are numerically simulated using the 3D modeling software ABAQUS, and describe the cracking behavior of concrete using the concrete damaged plasticity model. The accuracy of the numerical simulation was calibrated by load–displacement curves and crack patterns using the experimental results. The study of the model was set up with different moment-to-shear ratios and outputs the trend of the average shear stress on the eccentric force side of the slab. The moment transfer coefficients are derived through the equation of ACI-318 and compared with the code values. A safe range of side length ratios is proposed to reduce the risk of punching shear damage from the use of rectangular columns. This provides a reference for practical design, but more experiments are needed to support the proposed recommendations.
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Vorlet, S., P. Manso, and G. De Cesare. "Seismic Behavior of Pine Flat Concrete Gravity Dam Using Microplane Damage-Plasticity Model." In Lecture Notes in Civil Engineering. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-51085-5_19.

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Sannametla, Nidhi, and Jyosyula Sri Kalyana Rama. "Seismic Response of UHPC Strengthened Reinforced Concrete Frame Using Concrete Damaged Plasticity Model." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-4079-0_14.

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Aymerich, F., L. Fenu, and G. Loi. "FE Analysis of the Flexural Behavior of Cementitious Composites Using the Concrete Damage Plasticity Model." In Lecture Notes in Civil Engineering. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-23748-6_10.

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Chen, J. F., and Y. Tao. "Finite Element Modelling of FRP-to-Concrete Bond Behaviour Using the Concrete Damage Plasticity Theory Combined with a Plastic Degradation Model." In Advances in FRP Composites in Civil Engineering. Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2_7.

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Conference papers on the topic "Concrete Damage Plasticity Model"

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Chandrasekaran, Srinivasan, and P. Kumar. "Damage assessment in concrete marine structures using damage plasticity model." In Proceedings of the 6th International Conference On Marine Structures (Marstruct 2017). CRC Press/Balkema, 2017. http://dx.doi.org/10.1201/9781315157368-84.

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Grassl, P. "Modelling the dynamic response of concrete with the damage plasticity model CDPM2." In 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2019. http://dx.doi.org/10.21012/fc10.235633.

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Fakeh, Mina, Akram Jawdhari, and Amir Fam. "Calibration of ABAQUS Concrete Damage Plasticity (CDP) Model for UHPC Material." In Third International Interactive Symposium on Ultra-High Performance Concrete. Iowa State University Digital Press, 2023. http://dx.doi.org/10.21838/uhpc.16675.

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Pratama, M. Mirza Abdillah, Rhamadani Ryan Yudhatama Putra, Rizal Maulana, et al. "Finite element analysis of reinforced graded concrete beams using simplified damage plasticity model approach." In PROCEEDINGS OF THE 1ST INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING EDUCATION (ICCEE 2021). AIP Publishing, 2022. http://dx.doi.org/10.1063/5.0093873.

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Altaee, Mohammed, Majid Kadhim, Sarmed Altayee, and Ali Adheem. "Employment of damage plasticity constitutive model for concrete members subjected to high strain-rate." In Proceedings of the 1st International Multi-Disciplinary Conference Theme: Sustainable Development and Smart Planning, IMDC-SDSP 2020, Cyperspace, 28-30 June 2020. EAI, 2020. http://dx.doi.org/10.4108/eai.28-6-2020.2298164.

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Li, W., and J. Wu. "A note on the ABAQUS Concrete Damaged Plasticity (CDP) model." In Proceedings of the International Conference on Civil, Architecture and Environmental Engineering (ICCAE2016). CRC Press/Balkema, 2017. http://dx.doi.org/10.1201/9781315116242-42.

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Dongmo, B. F. "A 3D visco-elasto-plasto damage constitutive model of concrete under long-term effects." In AIMETA 2022. Materials Research Forum LLC, 2023. http://dx.doi.org/10.21741/9781644902431-6.

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Abstract. A comprehensive 3D visco-elasto-plasto-damage constitutive model of concrete is proposed to analyze its behaviour under long-term and cyclic loadings. This model combines the visco-elasticy and plasticity theories together with damage mechanics. The work aims at providing an efficient model capable of predicting the material behaviour, taking into account time-dependent effects at the mesoscale. The visco-elastic part is modeled within the framework of the linear visco-elasticity theory. The creep function is evaluated with the aid of the B3 model by Bažant and Baweja, and implement
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Al Saman, Marwan, and Mehmet Alper ÇANKAYA. "Plasticity Based Nonlinear Finite Element Analysis of Steel Fiber Reinforced Concrete Beams." In 7th International Students Science Congress. Izmir International guest Students Association, 2023. http://dx.doi.org/10.52460/issc.2023.013.

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In this study, a blind simulation was carried out to predict the response of full-scale steel fiber-reinforced concrete beams (SFRC) subjected to four-point bending. For this purpose, an experimental study was selected from the literature. Bending tests of two beam specimens with prismatic geometry of 300x500x4400 and 150x250x2000 mm were simulated using the non-linear finite element (NLFE) code ABAQUS/Explicit [1]. In the full-scale numerical models, concrete, and steel rebars were discretized in space by eight-node reduced integration linear brick elements (C3D8R) and linear beam elements (B
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Al Saman, Marwan, and Mehmet Alper ÇANKAYA. "Plasticity Based Nonlinear Finite Element Analysis of Steel Fiber Reinforced Concrete Beams." In 7th International Students Science Congress. Izmir International guest Students Association, 2023. http://dx.doi.org/10.52460/issc.2023.013.

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In this study, a blind simulation was carried out to predict the response of full-scale steel fiber-reinforced concrete beams (SFRC) subjected to four-point bending. For this purpose, an experimental study was selected from the literature. Bending tests of two beam specimens with prismatic geometry of 300x500x4400 and 150x250x2000 mm were simulated using the non-linear finite element (NLFE) code ABAQUS/Explicit [1]. In the full-scale numerical models, concrete, and steel rebars were discretized in space by eight-node reduced integration linear brick elements (C3D8R) and linear beam elements (B
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Waghmare, Ambadas, and Ananth Ramaswamy. "Nonlinear Analysis of Reinforced Concrete Structural Elements." In IABSE Symposium, Prague 2022: Challenges for Existing and Oncoming Structures. International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/prague.2022.1419.

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<p>Nonlinear analysis of reinforced concrete elements is the focus of the present study. A concrete damage plasticity model available in Abaqus commercial software has been modified using user defined modules to include the concrete stiffness degradation and growth in the Poisson’s ratio in plain concrete with increase in compressive strain. In reinforced concrete the degradation of cracked concrete in compression, tension stiffening effects and bond slip have been considered to enhance the prediction of responses observed in reinforced concrete elements under various loadings. The model
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Reports on the topic "Concrete Damage Plasticity Model"

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Neilsen, Michael K., Wei-Yang Lu, William M. Scherzinger, Terry D. Hinnerichs, and Chi S. Lo. Unified Creep Plasticity Damage (UCPD) Model for Rigid Polyurethane Foams. Office of Scientific and Technical Information (OSTI), 2015. http://dx.doi.org/10.2172/1183947.

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Sanchez, Jason James. The Finite Strain Johnson Cook Plasticity and Damage Constitutive Model in ALEGRA. Office of Scientific and Technical Information (OSTI), 2018. http://dx.doi.org/10.2172/1423181.

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Vogler, Tracy, and Christopher James Lammi. A Nonlocal Peridynamic Plasticity Model for the Dynamic Flow and Fracture of Concrete. Office of Scientific and Technical Information (OSTI), 2014. http://dx.doi.org/10.2172/1159446.

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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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Bammann, Douglas J., G. C. Johnson, Esteban B. Marin, and Richard A. Regueiro. On the formulation, parameter identification and numerical integration of the EMMI model :plasticity and isotropic damage. Office of Scientific and Technical Information (OSTI), 2006. http://dx.doi.org/10.2172/883488.

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Ko, Yu-Fu, and Jessica Gonzalez. Fiber-Based Seismic Damage and Collapse Assessment of Reinforced Concrete Single-Column Pier-Supported Bridges Using Damage Indices. Mineta Transportation Institute, 2023. http://dx.doi.org/10.31979/mti.2023.2241.

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Near-fault earthquakes can have major effects on transportation systems due to the structural damage they impose on bridges. Therefore, it is imperative to assess the seismic damage of bridges appropriately, and this research focuses on reinforced concrete (RC) bridges. This research advances the seismic performance assessment of RC single-column pier-supported bridges with flexural failure under near-fault ground motion by use of ductility coefficients and damage indices. The methodology included modeling fiber-based nonlinear beam-column elements to simulate the damage development process of
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Sparks, Paul, Jesse Sherburn, William Heard, and Brett Williams. Penetration modeling of ultra‐high performance concrete using multiscale meshfree methods. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/41963.

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Terminal ballistics of concrete is of extreme importance to the military and civil communities. Over the past few decades, ultra‐high performance concrete (UHPC) has been developed for various applications in the design of protective structures because UHPC has an enhanced ballistic resistance over conventional strength concrete. Developing predictive numerical models of UHPC subjected to penetration is critical in understanding the material's enhanced performance. This study employs the advanced fundamental concrete (AFC) model, and it runs inside the reproducing kernel particle method (RKPM)
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Rahmani, Mehran, Xintong Ji, and Sovann Reach Kiet. Damage Detection and Damage Localization in Bridges with Low-Density Instrumentations Using the Wave-Method: Application to a Shake-Table Tested Bridge. Mineta Transportation Institute, 2022. http://dx.doi.org/10.31979/mti.2022.2033.

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This study presents a major development to the wave method, a methodology used for structural identification and monitoring. The research team tested the method for use in structural damage detection and damage localization in bridges, the latter being a challenging task. The main goal was to assess capability of the improved method by applying it to a shake-table-tested prototype bridge with sparse instrumentation. The bridge was a 4-span reinforced concrete structure comprising two columns at each bent (6 columns total) and a flat slab. It was tested to failure using seven biaxial excitation
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Yan, Yujie, and Jerome F. Hajjar. Automated Damage Assessment and Structural Modeling of Bridges with Visual Sensing Technology. Northeastern University, 2021. http://dx.doi.org/10.17760/d20410114.

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Recent advances in visual sensing technology have gained much attention in the field of bridge inspection and management. Coupled with advanced robotic systems, state-of-the-art visual sensors can be used to obtain accurate documentation of bridges without the need for any special equipment or traffic closure. The captured visual sensor data can be post-processed to gather meaningful information for the bridge structures and hence to support bridge inspection and management. However, state-of-the-practice data postprocessing approaches require substantial manual operations, which can be time-c
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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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