Relevant bibliographies by topics / ABAQUS MODEL

Contents

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

Academic literature on the topic 'ABAQUS MODEL'

Author: Grafiati
Published: 11 September 2023
Last updated: 31 July 2025

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Journal articles on the topic "ABAQUS MODEL"

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Ioannides, Anastasios M., Jun Peng, and James R. Swindler. "ABAQUS model for PCC slab cracking." International Journal of Pavement Engineering 7, no. 4 (2006): 311–21. http://dx.doi.org/10.1080/10298430600798994.

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Ciambella, J., M. Destrade, and R. W. Ogden. "On the ABAQUS FEA Model of Finite Viscoelasticity." Rubber Chemistry and Technology 82, no. 2 (2009): 184–93. http://dx.doi.org/10.5254/1.3548243.

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Abstract Predictions of the QLV (Quasi-Linear Viscoelastic) constitutive law are compared with those of the ABAQUS viscoelastic model for two simple motions in order to highlight, in particular, their very different dissipation rates and certain shortcomings of the ABAQUS model.
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Qin, Ya Zhou, and Qi Chen. "Anisotropic Bounding Surface Model in ABAQUS Software." Applied Mechanics and Materials 580-583 (July 2014): 977–80. http://dx.doi.org/10.4028/www.scientific.net/amm.580-583.977.

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This paper presents an improved anisotropic bounding surface model which is based on Wheeler’s elastoplastic model (S-CLAY1). The developed model is programmed in ABAQUS software by writing UMAT subroutine, which is integrated in Return Mapping Algorithm. The parameters sensitivity analysis is implemented on plastic modulus. The study shows that the developed anisotropic bounding surface model is capable of describing the dynamic properties of soft clay.
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Wang, Bing, Xiao Liu, and Bai Dong Zhao. "The Foundation of Nonlinear Finite Element Model." Applied Mechanics and Materials 580-583 (July 2014): 3075–78. http://dx.doi.org/10.4028/www.scientific.net/amm.580-583.3075.

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This paper introduces the process of the nonlinear finite element model which is established by using ABAQUS software, and introduces the characteristics of ABAQUS software, meanwhile, lists the constitutive relation of steel pipe, steel and concrete, finally introduces some experimental model.
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Wu, Dong Yue, Shu Ting Liang, and Zheng Xing Guo. "The ABAQUS Standard Layer Assembly Modeling Approach of Building Structure." Advanced Materials Research 1065-1069 (December 2014): 1260–66. http://dx.doi.org/10.4028/www.scientific.net/amr.1065-1069.1260.

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The mechanics analysis of integral building structure needs the accurate ABAQUS finite element analysis, but due to the ABAQUS function limits the building structure modeling is a great workload and how to model an integral structure more quickly and efficiently become a difficult problem. In order to reduce the workloads in the ABAQUS analysis, the new ABAQUS standard layer assembly modeling approach was proposed. Firstly, according to the data structure of the ABAQUS software’s INP file, the program computational algorithm was proposed. And by a Python self-written program, the example engin
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Molnár, Gergely, Aurélien Doitrand, Adrien Jaccon, Benoit Prabel, and Anthony Gravouil. "Thermodynamically consistent linear-gradient damage model in Abaqus." Engineering Fracture Mechanics 266 (May 2022): 108390. http://dx.doi.org/10.1016/j.engfracmech.2022.108390.

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Fedoroff, Alexis, and Kim Calonius. "Using the Abaqus CDP model in impact simulations." Rakenteiden Mekaniikka 53, no. 3 (2020): 180–207. http://dx.doi.org/10.23998/rm.79723.

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The understanding and assessment of accidental crash scenarios on reinforced concrete structures is of high interest for safety issues. Although experimental research on this topic has already a long and successful history, there are many issues waiting to be solved as far as numerical simulations are concerned. In this article some particularities of the Abaqus Concrete Damaged Plasticity (CDP) model are investigated with the purpose of using efficiently the CDP model in impact loaded reinforced concrete structure simulations. In particular, the sensitivity of the simulation response with res
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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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Sun, Wei, and Yansheng Huang. "Anisotropic Nonlinear Elastic Model of Concrete and Secondary Development in ABAQUS." Open Civil Engineering Journal 10, no. 1 (2016): 615–24. http://dx.doi.org/10.2174/1874149501610010615.

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In order to solve the convergence problem of concrete constitutive in the softening phase, an anisotropic nonlinear elastic constitutive model (ANECM) was proposed, which was developed based on the uniaxial concrete constitutive relation in the Chinese code for design of concrete structures (GB 50010-2010). The user material subroutine (UMAT) based on ANECM is developed in ABAQUS software. The above UMAT is applied to analyze a simulation model in ABAQUS software. The result shows that compared to the default plastic-damage concrete constitutive in ABAQUS, ANECM is an effective and appropriate
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Wahid, Z., M. K. A. M. Ariffin, B. T. H. T. Baharudin, M. I. S. Ismail, and F. Mustapha. "ABAQUS Simulation of Different Critical Porosities Cubical Scaffold Model." IOP Conference Series: Materials Science and Engineering 530 (July 15, 2019): 012018. http://dx.doi.org/10.1088/1757-899x/530/1/012018.

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Dissertations / Theses on the topic "ABAQUS MODEL"

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Wang, Yaolun. "Vibrational measurement techniques applied on FE-model updating." Thesis, Linnéuniversitetet, Institutionen för maskinteknik (MT), 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-45213.

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In this thesis, the dynamics of two plates overlapping and connected by three bolts are studied. The data collected in the test are used in modal analysis. The vibrational test and the modal analysis were made using an LMS system. Hammer excitation is used for the tests. The main purpose of this thesis is to study how the suspensions affect the extracted eigenfrequencies and modal dampings. In this thesis, more than 10 suspensions were examined. Another objective in this thesis work is to build an FE-model. This model is made using the software Abaqus. To improve the reliability of the FE-mode
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Yan, Kaidi. "The Abaqus/CAE Plug-in for Premium Threaded connection 3D parameter Finite Element Model." Thesis, Virginia Tech, 2017. http://hdl.handle.net/10919/78245.

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Finite Element Analysis (FEA) is proposed to simulate the connection response of practical in-service conditions and test the performance of Oil Country Tubular Goods (OCTG) premium threaded connections. A plug-in is developed in Abaqus/CAE for creating the 360-degree full 3D parametric finite element model with helical threads as an effective design and analysis tool. All size, position and material data of the model are parameterized. The premium connection plug-in accepts input from the Graphical User Interface (GUI) for further modification. Each premium connection component is programed a
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Piątek-Sierek, Ewa. "Kalibracja parametrów określających właściwości betonu opisanego modelem plastyczno-degradacyjnym zaimplementowanym w programie ABAQUS." Rozprawa doktorska, [Nakł.aut.], 2013. http://dlibra.utp.edu.pl/Content/574.

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W pracy opisano i zidentyfikowano parametry podlegające kalibracji. Kalibrację modelu zaimplementowanego w programie ABAQUS przeprowadzono w oparciu o rezultaty badań własnych laboratoryjnych betonu oraz zależności empiryczne. Opracowano tzw. algorytm kalibracji oraz zamieszczono gotowe pakiety kalibracyjne dla betonów o typowych wartościach wytrzymałości na ściskanie.
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Li, Yumeng. "Study of Forming of Composite Materials with Abaqus CAE and The Preferred Fiber Orientation (PFO) Model." The Ohio State University, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=osu1511719634128258.

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Feng, Fan. "Flutter Analysis of Stonecutters Cable-stayed Bridge using Finite Element Model." Thesis, Université d'Ottawa / University of Ottawa, 2015. http://hdl.handle.net/10393/32470.

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The current research analyzed the flutter response of the Stonecutters Cable-Stayed Bridge in Hong Kong, which has a twin deck configuration, under the effect of wind. The aerodynamic instability response of the bridge steel deck of the main span is mainly the focus of the current project. Initially, a complete finite element bridge model was created in ABAQUS finite element software, representing all the structural elements of the Stonecutters Cable-Stayed Bridge in a lumped mass bridge model. The natural frequencies and the vibration modes were validated against the data available in the lit
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Funtusov, E. "The computing of the casing scale model with using of ABAQUS system and tensile load." Thesis, Sumy state university, 2014. http://essuir.sumdu.edu.ua/handle/123456789/39217.

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The casing is under axial tensile loads during the life of the well because of the gravity force at lowering the casing. The critical section of the casing is situated on the wellhead and the tensile load arises because more joints are added to the string.
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Lantoine, Rémi. "A 3D sliding bearing finite element based on the Bouc-Wen model : Implementation in Abaqus." Thesis, KTH, Bro- och stålbyggnad, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-280479.

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As rail transportation is significantly more virtuous than airplanes or cars in terms of greenhousegases emissions, its development is being encouraged in several European countries, includingSweden. In addition, the development of railway lines on which trains can travel at higher speeds ismade in Sweden with the integration of existing infrastructure. On railway bridges, an increased trainspeed potentially leads to an increase in vibrations during passage, for which the structure may not bedesigned. It is therefore essential to know the dynamic properties of the structures used.Several studi
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Kodavati, Venkata Seshank, and Devi Prasad Buraga. "Study of Numerical Model Parameters and Crack Tip of a Packaging Materials." Thesis, Blekinge Tekniska Högskola, Institutionen för maskinteknik, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:bth-13840.

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Packaging industries widely use Low-Density Polyethylene (LDPE) in manufacturing different types of containers to store the food products. They are difficult to model numerically in order to have similar experimental response. This research deals with the study of numerical material model parameters of continuum LDPE. It is carried out with the help of experiments along with the numerical simulation of LDPE. Study of stress-strain distribution at crack tip and elements close to the tip is carried out in the LDPE material with the pre-existing center crack with varying lengths. By implementing
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Cravotta, Stefan, and Emanuele Grimolizzi. "Simulation of vehicle impact into a steel building : A parametric study on the impacted column end-connections." Thesis, KTH, Bro- och stålbyggnad, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-172341.

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Understanding the true behaviour of impacted structures is the only way to assess their robustness under exceptional events such as vehicle collision. The primary objective of this master’s thesis was to perform a finite element parametric investigation on the influence that some parameters have in steel buildings subjected to vehicle impacts. The parameters chosen for the study, involved uncertainties in the material definition and in the load configuration of the bolts used in the impacted column end-connections. By using the Abaqus software, a finite element model of the structure has been
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Xu, Shengmin, and Peiwei Tan. "Glued timber connections : Experimental and numerical study of tension behavior under various influencing parameters." Thesis, Linnéuniversitetet, Institutionen för maskinteknik (MT), 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-45371.

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Glued connections are relatively new in structural timber engineering. They are expected to show high connection stiffness as well as a high connection strength compared to mechanical connections e.g. dowel‐type connections.The main aim of this thesis is to characterize the behavior of glued timber connections under pure tension by conducting experiments as well as numerical simulations. Hereby the influence of different parameters is studied such as the geometry (bond-line length and thickness) and the material properties (e.g. adhesives of highly diverse stiffness). Additionally, reference t
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Books on the topic "ABAQUS MODEL"

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Santaoja, Kari. Viscous and elastic-plastic material model in the ABAQUS. 1993.

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Santaoja, Kari. Viscous and elastic-plastic material model in the ABAQUS. 1993.

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KANG GUO ZHENG DENG KAN QIAN HUA . Nonlinear models implemented in the ABAQUS. Science Press, 2019.

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Finite element analysis of composite materials using Abaqus. CRC Press,Taylor & Francis Group, 2013.

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Ciesielska-Wrobel, Izabela. Finite Element Modeling of Textiles in Abaqus(tm) CAE. Taylor & Francis Group, 2019.

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Ciesielska-Wrobel, Izabela. Finite Element Modeling of Textiles in Abaqus(tm) CAE. Taylor & Francis Group, 2019.

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Ciesielska-Wrobel, Izabela. Finite Element Modeling of Textiles in Abaqus(tm) CAE. Taylor & Francis Group, 2019.

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Ciesielska-Wrobel, Izabela. Finite Element Modeling of Textiles in Abaqus(tm) CAE. Taylor & Francis Group, 2019.

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Finite Element Modeling of Textiles in Abaqus(tm) CAE. Taylor & Francis Group, 2019.

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(Illustrator), Steve Boulter, and Andrew Keylock (Illustrator), eds. Early Discoveries: Astrolabe, abacus, compass, camera. . .the science, the models and YOU! (Crafty Inventions) (Crafty Inventions). Mercury Books, 2005.

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Book chapters on the topic "ABAQUS MODEL"

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Boulbes, Raphael Jean. "Method to Debug a Model." In Troubleshooting Finite-Element Modeling with Abaqus. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-26740-7_3.

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Wang, Mingqiang, and Jun Yang. "Three Dimensional Implementation of HISS Model in ABAQUS." In Springer Series in Geomechanics and Geoengineering. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-32814-5_101.

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Malik, Bilal Ahmad, Anish Kumar Soni, Pranjal Mandhnaiya, and Zhongkun Ouyang. "Development of an ABAQUS-Python simulation model of offshore caisson." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2025. https://doi.org/10.1007/978-981-96-3912-0_10.

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Cheng, Xinglei, Dechun Lu, and Piguang Wang. "Lateral Cyclic Responses of OWT Monopile in Soft Clays." In Dynamic Analysis of Offshore Wind Turbine Foundations in Soft Clays. Springer Nature Singapore, 2024. https://doi.org/10.1007/978-981-97-9454-6_4.

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AbstractIt is very important to analyze the lateral cyclic response of monopiles for the design of offshore wind turbines (OWTs). A three-dimensional finite element method for lateral cyclic responses of large-diameter monopiles is developed based on a simplified constitutive model of clays that has been successfully encoded into the ABAQUS software package (as detailed in Chap. 2).
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Yang, Zhishuo, Mingxia Chen, Feixin Chen, Zuorong Dong, and Yiman Zhong. "Application of ABAQUS by Using Python in Concrete-Filled Steel Tube." In Advances in Frontier Research on Engineering Structures. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8657-4_37.

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AbstractConcrete-filled steel tube (CFST) column have remarkable mechanical properties and are widely used in engineering. In order to avoid repeated work, this paper introduces a concrete model based on Python, which is used for automatic simulation of CFST columns under different loads. The pre-treatment and finite element analysis of CFST columns are carried out by using the model software. Finally, examples were cited to illustrate that the simulation results of the model are similar to the test results, and the purpose of engineering application is achieved.
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Lei, Qin, Yin Zhu, Xuanhui Ouyang, Hang Qiu, Wu Liu, and Yunfei Zhong. "Simulation Study of Foam Starch Based Material Buffer Model Based on Abaqus." In Lecture Notes in Electrical Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-99-9955-2_30.

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Yang, Liulin, Zhaocai Wang, and Zhenhan Chu. "Numerical Simulation Study on the Effect of Height to Width Ratio on the Force and Deformation of Netting." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5814-2_39.

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AbstractIn this paper, based on the basic principle of finite element, the structure of metal mesh is simulated by beam unit in ABAQUS software, the contact parts of mesh are simulated by adding connection unit, and the calculation is carried out after adding steady-state oceanic flow characteristics by ABAQUS/Aqua module, and the mathematical model is verified by citing the experimental results of previous people. On this basis, the total area of the mesh and the flow velocity are guaranteed to be constant, and the height and width of the mesh are changed to analyze the overall mesh, the chan
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Fleig, Th, J. Aktaa, and B. Schinke. "Implementation of a Viscoplastic Constitutive Model Coupled with Damage in the FE-Code ABAQUS." In Materials for Advanced Power Engineering 1994. Springer Netherlands, 1994. http://dx.doi.org/10.1007/978-94-011-1048-8_52.

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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
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Zhang, Jiahao, and Qiuwei Wang. "Research on Restoring Force Model of Built-in Steel Tube Reinforced STRC Column Joints." In Advances in Frontier Research on Engineering Structures. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8657-4_9.

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AbstractIn the circular steel tube confined reinforced concrete (STRC) column frame structure, because there is no effective restraint of steel tube in the joints area, it becomes a relatively weak part. Therefore, this paper proposes a STRC column joints with a section of steel tube built in the joints area, and expounds the structural form of the new joints. ABAQUS finite element analysis software is used to simulate the quasi-static test of joints. On the basis of verifying the rationality and reliability of the finite element analysis method, six joints models of build-in steel tube reinfo
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Conference papers on the topic "ABAQUS MODEL"

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Fang, Eugene, Yicong Lai, Nam Phan, Jim Lua, and Yongjie Zhang. "Isogeometric Analysis Based Finite Element Approach for Ductile Failure Prediction of the Second Sandia Fracture Challenge Problem." In Vertical Flight Society 72nd Annual Forum & Technology Display. The Vertical Flight Society, 2016. http://dx.doi.org/10.4050/f-0072-2016-11540.

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It is a great challenge to perform an accurate and efficient ductile failure prediction of an aerospace structural component with multiple stress concentrators resulting from geometric discontinuities, fillers, or holes. The fidelity of a finite element analysis depends strongly on the quality of mesh construction for accurate representation of the component geometry. In order to create a finite element model from CAD geometry directly without data conversion, an isogeometric analysis toolkit for Abaqus (IGAFA) has been developed by integrating existing computer aided design (CAD) software wit
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Shan, Yujian, Chunling Li, Zhikun Wang, and Songqing Hu. "Model Optimization and Simulation Analysis of the Impact of Banded Microstructures on Steel Crack Propagation Based on Abaqus." In 2024 3rd International Conference on Artificial Intelligence and Autonomous Robot Systems (AIARS). IEEE, 2024. http://dx.doi.org/10.1109/aiars63200.2024.00041.

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Lua, Jim, Nam Phan, Eugene Fang, and Anisur Rahman. "A Combined Discrete and Continuum Fatigue Damage Characterization of a Hybrid Composite Flexbeam." In Vertical Flight Society 72nd Annual Forum & Technology Display. The Vertical Flight Society, 2016. http://dx.doi.org/10.4050/f-0072-2016-11541.

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Strength and life prediction of a nonlinear tapered hybrid composite flexbeam under combined axial tension and bending is a challenging problem due to the presence of a complex geometry, a hybrid composite material system with a combination of glass/epoxy and graphite/epoxy composites, and a variable thickness profile along the beam longitudinal direction. A hybrid approach based on the combination of discrete crack network (DCN) and continuum damage mechanics (CDM) is applied for fatigue damage prediction under pure bending and bending with axial loading. Abaqus solid shell elements (SC8R) wi
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Chen, X. M., J. Duan, and Y. G. Li. "Application of separate reinforced concrete beam model in ABAQUS." In 2017 2nd International Conference on Civil, Transportation and Environmental Engineering (ICCTE 2017). Atlantis Press, 2017. http://dx.doi.org/10.2991/iccte-17.2017.65.

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Thakkar, Rohan, and Aleksander Czekanski. "A Comparative Finite Element Analysis of Hart-Smith Hyperelastic Model Under Uniaxial, Planar and Equi-Biaxial Tension." In ASME 2017 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/imece2017-72138.

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The classical phenomenological compressible Hart-Smith model expressed in exponential-logarithmic terms of stretch invariants is compared with substantial hyperelastic models available in Abaqus. It is implemented in Abaqus Explicit using a customized user subroutine. Compressible Hart-Smith model together with selected acclaimed models available in Abaqus are evaluated under uniaxial tension, equi-biaxial extension and planar tension modes of deformations. The required material constants are determined from a simple uniaxial tension test. In order to investigate mode-independent characteristi
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Akula, Venkata M. K., and Deepak Datye. "Implementation of a Nonlinear Riser-Soil Interaction Model for Abaqus." In ASME 2015 34th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/omae2015-41201.

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For a steel catenary riser system, the touch-down point is often a concern as it can influence the structural response of the riser and its performance. Although, riser configurations can be designed to withstand wave loading, internal pressure, external pressure, and thermal loads; the design of risers taking into account the interaction between the riser and the soil, with cycles of contact and separation, still remains challenging. More specifically, when the riser contacts the seabed surface, it penetrates into the soil material. This penetration can cause suction-type behavior when the ri
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Baojian, Wang, Li Wanli, and Yang Ke. "Study on Damage Factor of ABAQUS Concrete Plastic Damage Model." In 2019 International Conference on Advances in Construction Machinery and Vehicle Engineering (ICACMVE). IEEE, 2019. http://dx.doi.org/10.1109/icacmve.2019.00059.

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Shi, Wenzheng, and Fangle Peng. "Implementation of an Elasto-Viscoplastic Model of Geosynthetics in ABAQUS." In International Symposium on Systematic Approaches to Environmental Sustainability in Transportation. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479278.015.

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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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Jin, Long-wen, Qian Zhang, Bin Lei, and Zhi-yuan Li. "Simulation and research on 3D gouging model based on Abaqus/Explicit." In 2012 16th International Symposium on Electromagnetic Launch Technology (EML). IEEE, 2012. http://dx.doi.org/10.1109/eml.2012.6325086.

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Reports on the topic "ABAQUS MODEL"

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Schembri, Philip E., and Matthew W. Lewis. Calibrating the Abaqus Crushable Foam Material Model using UNM Data. Office of Scientific and Technical Information (OSTI), 2014. http://dx.doi.org/10.2172/1122031.

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Bennett, J. A Weibull brittle material failure model for the ABAQUS computer program. Office of Scientific and Technical Information (OSTI), 1991. http://dx.doi.org/10.2172/5643325.

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Siranosian, Antranik A., and R. Robert Stevens. Developing an Abaqus *HYPERFOAM Model for M9747 (4003047) Cellular Silicone Foam. Office of Scientific and Technical Information (OSTI), 2012. http://dx.doi.org/10.2172/1039318.

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Fister, Matthew Wood. Natural Convection in a Storage Container: Coupling Abaqus to a Surrogate Model. Office of Scientific and Technical Information (OSTI), 2019. http://dx.doi.org/10.2172/1566085.

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Hampton, Carolyn, and Tusit Weerasooriya. Conversion of a User-Defined Bone Material Model from Abaqus to LS-DYNA. DEVCOM Army Research Laboratory, 2022. http://dx.doi.org/10.21236/ad1182198.

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Mubarak, Ahmed. A. Mubarak (2021)_Python Scripts for BNWF models in ABAQUS_REV00. University of Dundee, 2021. http://dx.doi.org/10.20933/100001310.

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Weerasooriya, Tusit, Richard Becker, and Stephen Alexander. User guide to a wrapper that allows a custom user-defined material model (UMAT) originally developed for Abaqus/EPIC to be used in LS-DYNA simulations. DEVCOM Army Research Laboratory, 2023. http://dx.doi.org/10.21236/ad1214015.

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Ramakrishnan, Aravind, Fangyu Liu, Angeli Jayme, and Imad Al-Qadi. Prediction of Pavement Damage under Truck Platoons Utilizing a Combined Finite Element and Artificial Intelligence Model. Illinois Center for Transportation, 2024. https://doi.org/10.36501/0197-9191/24-030.

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For robust pavement design, accurate damage computation is essential, especially for loading scenarios such as truck platoons. Studies have developed a framework to compute pavement distresses as function of lateral position, spacing, and market-penetration level of truck platoons. The established framework uses a robust 3D pavement model, along with the AASHTOWare Mechanistic–Empirical Pavement Design Guidelines (MEPDG) transfer functions to compute pavement distresses. However, transfer functions include high variability and lack physical significance. Therefore, as an improvement to effecti
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Perez-Rivera, Anthony, Jonathan Trovillion, Peter Stynoski, and Jeffrey Ryan. Simulated barge impacts on fiber-reinforced polymers (FRP) composite sandwich panels : dynamic finite element analysis (FEA) to develop force time histories to be used on experimental testing. Engineer Research and Development Center (U.S.), 2024. http://dx.doi.org/10.21079/11681/48080.

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The purpose of this study is to evaluate the dynamic response of fiber-reinforced polymer (FRP) composite sandwich panels subjected to typical barge impact masses and velocities to develop force time histories that can be used in controlled experimental testing. Dynamic analyses were performed on FRP composite sandwich panels using the finite element method software Abaqus/Explicit. The “traction-separation” law in the Abaqus software is used to define the cohesive surface interaction properties to evaluate the damage between FRP composite laminate layers as well as the core separation within
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Ndubuaka, Kachi. PR676-233801-R09 Pipe Vulnerability Analysis Methodology. Pipeline Research Council International, Inc. (PRCI), 2025. https://doi.org/10.55274/r0000142.

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Continuous buried pipelines are generally required to traverse long distances and as such, inevitably pass through unstable landforms which may impart critical levels of stress beyond the intrinsic capacity of the pipelines. The deformational response of buried pipelines subject to relative ground movement is strongly influenced by the geotechnical properties of the immediate backfill and surrounding soil, the size and direction of the soil movement in which the pipeline is embedded, as well as mechanical soil-pipe interaction behavior. With respect to the mode of deformation, relative ground
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