Relevant bibliographies by topics / Nonlinear FE analysis

Contents

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

Academic literature on the topic 'Nonlinear FE analysis'

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

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Journal articles on the topic "Nonlinear FE analysis"

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Xu, Jin Sheng, Yu Tao Ju, and Chang Sheng Zhou. "Nonlinear Viscoelastic Analysis of Double Base Propellant." Advanced Materials Research 591-593 (November 2012): 1147–51. http://dx.doi.org/10.4028/www.scientific.net/amr.591-593.1147.

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This study presents the characterization of the nonlinearly viscoelastic behavior of double base propellant (DBP) using Schapery-type constitutive model in the different conditions of temperature, strain level and strain rate. A recursive-iterative numerical algorithm is generated for the Schapery-type nonlinearly viscoelastic constitutive and implemented in a displacement-based finite element (FE) code for ABAQUS user material subroutines. Then, the model parameters are obtained by analyzing the response of creep-recovery tests and constant rate tensile tests at different temperatures, strain
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Jiang, Kaifeng, Si Yuan, and Qinyan Xing. "An adaptive nonlinear finite element analysis of minimal surface problem based on element energy projection technique." Engineering Computations 37, no. 8 (2020): 2847–69. http://dx.doi.org/10.1108/ec-08-2019-0369.

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Purpose This paper aims to propose a new adaptive strategy for two-dimensional (2D) nonlinear finite element (FE) analysis of the minimal surface problem (MSP) based on the element energy projection (EEP) technique. Design/methodology/approach By linearizing nonlinear problems into a series of linear problems via the Newton method, the EEP technique, which is an effective and reliable point-wise super-convergent displacement recovery strategy for linear FE analysis, can be directly incorporated into the solution procedure. Accordingly, a posteriori error estimate in maximum norm was establishe
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Castellazzi, G., C. Gentilini, and L. Nobile. "Seismic Vulnerability Assessment of a Historical Church: Limit Analysis and Nonlinear Finite Element Analysis." Advances in Civil Engineering 2013 (2013): 1–12. http://dx.doi.org/10.1155/2013/517454.

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The seismic vulnerability of a historical Basilica church located in Italy is studied by means of limit analysis and nonlinear finite element (FE) analysis. Attention is posed to the failure mechanisms involving the façade of the church and its interaction with the lateral walls. In particular, the limit analysis and the nonlinear FE analysis provide an estimate of the load collapse multiplier of the failure mechanisms. Results obtained from both approaches are in agreement and can support the selection of possible retrofitting measures to decrease the vulnerability of the church under seismic
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Sebastian, Wendel M., and Richard E. McConnel. "Nonlinear FE Analysis of Steel-Concrete Composite Structures." Journal of Structural Engineering 126, no. 6 (2000): 662–74. http://dx.doi.org/10.1061/(asce)0733-9445(2000)126:6(662).

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Kwak, H. G., and F. C. Filippou. "Nonlinear FE analysis of structures under monotonic loads." Computers & Structures 65, no. 1 (1997): 1–16. http://dx.doi.org/10.1016/s0045-7949(96)00299-4.

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Wu, Baoguo, Xingwen Du, and Huifeng Tan. "A three-dimensional Fe nonlinear analysis of membranes." Computers & Structures 59, no. 4 (1996): 601–5. http://dx.doi.org/10.1016/0045-7949(95)00283-9.

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Celozzi, S., and G. Sparvoli. "FE-TD analysis of multiple nonlinear electromagnetic shields." IEEE Transactions on Magnetics 32, no. 3 (1996): 1485–88. http://dx.doi.org/10.1109/20.497530.

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Vu, Thang Duy, and Ruediger Schmidt. "Nonlinear transient FE analysis of piezolaminated smart structures." PAMM 11, no. 1 (2011): 297–98. http://dx.doi.org/10.1002/pamm.201110140.

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Ascione, Alessia, and Marco Gherlone. "Nonlinear static response analysis of sandwich beams using the Refined Zigzag Theory." Journal of Sandwich Structures & Materials 22, no. 7 (2018): 2250–86. http://dx.doi.org/10.1177/1099636218795381.

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The Refined Zigzag Theory (RZT) is assessed for the buckling and nonlinear static response analysis of multilayered composite and sandwich beams. A nonlinear formulation of the RZT is developed taking into account geometric imperfections and nonlinearities using the Von Kármán nonlinear strain-displacement relations. FE analyses are conducted employing C0-beam elements based on the RZT and the Timoshenko Beam Theory (TBT) to model three sandwich beams with different core materials and slenderness ratios, in both simply supported and cantilever configurations. The reference solutions are obtain
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Huang, Yuan, Wei Jian Yi, and Jian Guo Nie. "Nonlinear Analysis of CFT Composite Frame with Floor Slab." Advanced Materials Research 243-249 (May 2011): 1168–72. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.1168.

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Nonlinear finite element (FE) analysis models of CFT composite frames with floor slab were established by Msc.Marc to investigate the seismic behavior of composite frames. A number of material nonlinearities and contact nonlinearities, as well as geometry nonlinearities, were taken into account, including elastoplastic properties of steel and concrete, concrete cracking and tension stiffening, steel fracture, interface slip between concrete slabs and steel beams, P-D effects etc. The elasto-plastic behavior, as well as fracture and post-fracture behavior, of the FE analysis models agreed well
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Dissertations / Theses on the topic "Nonlinear FE analysis"

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Yan, Charlotte. "Vaildation of nonlinear FE-simulation for design improvement." Universitätsbibliothek Chemnitz, 2013. http://nbn-resolving.de/urn:nbn:de:bsz:ch1-qucosa-114592.

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The aim of the project is to develop a model, which is going to be used for mass reduction of a standard profile of aluminium seat rails in Aircraft structure. Using nonlinear analysis including plasticity and material failure laws the effect of changes in geometry vs. ultimate load is analysed (ABAQUS 6.11). First, the non-linear model used is validated with experimental testing: Boundary conditions and material properties are adjusted based on load displacement curves, strain gauges information and failure patterns. Less than 1% deviation is achieved between simulation and testing. An inclus
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Filchev, Ivan. "Buckling and geometric nonlinear FE analysis of pitched large-spanroof structure of wood." Thesis, Linnéuniversitetet, Institutionen för byggteknik (BY), 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-54324.

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An arched structure provides an effective load carrying system for large span structures. When it comes to long span roof structures, timber arches are one of the best solutions from both structural and aesthetical point of view. Glulam arched structures are often designed using slender elements due to economic consideration. Such slender cross-section shape increases the risk of instability. Instability analysis of straight members such as beam and column are explicitly defined in Eurocode. However, for instability of curved members no analytical approach is provided in the code, thus some nu
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BARALDI, Daniele. "Nonlinear analysis of structures on elastic half-space by a FE-BIE approach." Doctoral thesis, Università degli studi di Ferrara, 2013. http://hdl.handle.net/11392/2388909.

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In the present dissertation, a numerical model able to study the non-linear behaviour of structures on elastic half-space is presented. The work takes into account for first the geometric non-linearity of beams and frames on elastic half-plane, namely in plane strain or plane stress condition. This problem is important in many engineering fields and it has been studied in the past by many researchers for the design of sandwich panels in aerospace industry. Recently, this problem has been studied in relation to the buckling of thin films on elastic supports for electronic design. The prob
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Vu, Duy Thang [Verfasser]. "Geometrically nonlinear higher-order shear deformation FE analysis of thin-walled smart structures / Duy Thang Vu." Aachen : Hochschulbibliothek der Rheinisch-Westfälischen Technischen Hochschule Aachen, 2011. http://d-nb.info/1018190376/34.

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Hu, Jong Wan. "Seismic performance evaluations and analyses for composite moment frames with smart SMA PR-CFT connections." Diss., Georgia Institute of Technology, 2008. http://hdl.handle.net/1853/22655.

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This thesis investigates the performance of composite frame structures with smart partially-restrained (PR) concrete filled tube (CFT) column connections through simplified 2D and advanced 3D computational simulations. It also provides a design methodology for new types of innovative connections based on achieving a beam hinging mechanism. These types of connections intend to utilize the recentering properties of super-elastic SMA tension bars, the energy dissipation capacity of low-carbon steel bars, and the robustness of CFT columns. In the first part of this study, three different PR-CFT co
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Rapti, Ioanna. "Numerical modeling of liquefaction-induced failure of geostructures subjected to earthquakes." Thesis, Université Paris-Saclay (ComUE), 2016. http://www.theses.fr/2016SACLC025.

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L'importance croissante de l'évaluation de la performance des structures soumis au chargement sismique souligne la nécessité d'estimer le risque de liquéfaction. Dans ce scénario extrême de la liquéfaction du sol, des conséquences dévastatrices sont observées, par exemple des tassements excessifs et des instabilités de pentes. Dans le cadre de cette thèse, la réponse dynamique et l'interaction d'un système ouvrage en terre-fondation sont étudiées, afin de déterminer quantitativement le mécanisme de ruine dû à la liquéfaction du sol de la fondation. Par ailleurs, les chargements sismiques peuve
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Jonsson, Karl. "Two Problems in non-linear PDE’s with Phase Transitions." Licentiate thesis, KTH, Matematik (Avd.), 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-223562.

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This thesis is in the field of non-linear partial differential equations (PDE), focusing on problems which show some type of phase-transition. A single phase Hele-Shaw flow models a Newtoninan fluid which is being injected in the space between two narrowly separated parallel planes. The time evolution of the space that the fluid occupies can be modelled by a semi-linear PDE. This is a problem within the field of free boundary problems. In the multi-phase problem we consider the time-evolution of a system of phases which interact according to the principle that the joint boundary which emerges
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Books on the topic "Nonlinear FE analysis"

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United States. National Aeronautics and Space Administration., ed. Concurrent algorithms for transient nonlinear FE analysis. Brown University, Division of Engineering, 1988.

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Workshop on Nonlinear Modeling and Forecasting (1990 Santa Fe, N.M.). Nonlinear modeling and forecasting: Proceedings of the Workshop on Nonlinear Modeling and Forecasting held September, 1990, in Sante Fe, New Mexico. Edited by Casdagli Martin, Eubank Stephen, and Santa Fe Institute (Santa Fe, N.M.). Addison-Wesley Pub. Co., 1992.

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Book chapters on the topic "Nonlinear FE analysis"

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Cirak, F., and E. Ramm. "Adaptive Methods for Nonlinear FE Analysis of thin-Walled Structures." In IUTAM Symposium on Discretization Methods in Structural Mechanics. Springer Netherlands, 1999. http://dx.doi.org/10.1007/978-94-011-4589-3_5.

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Kyaure, M., and F. Abed. "Nonlinear FE analysis of fiber reinforced cementitious matrix strengthened RC columns." In Computational Modelling of Concrete and Concrete Structures. CRC Press, 2022. http://dx.doi.org/10.1201/9781003316404-27.

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Keßler, Andrea, Kai Schrader, and Carsten Könke. "Distributed FE Analysis of Multiphase Composites for Linear and Nonlinear Material Behaviour." In High Performance Computing in Science and Engineering ‘14. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-10810-0_43.

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Gorokhov, Vasilii, Dmitrii Zhegalov, Dmitrii Kazakov, Sergei Kapustin, and Yuriy Churilov. "FE-Analysis of Deformation and Failure of Structural Elements under Quasistatic Multifactor Effects." In Developments and Novel Approaches in Nonlinear Solid Body Mechanics. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-50460-1_24.

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Shimomura, Takumi, Shigehiko Saito, Ryosuke Takahashi, and Akihiro Shiba. "Modelling and Nonlinear FE Analysis of Deteriorated Existing Concrete Structures Based on Inspection." In Modelling of Corroding Concrete Structures. Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-0677-4_18.

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Kheyroddin, Ali, Shakiba Raygan, and Mahdi Kioumarsi. "Optimizing Corbel Reinforcement Through Nonlinear Analysis: Determining Superiority of Steel Bars or CFRP." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_125.

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AbstractThis study aims to optimize the carbon fiber-reinforced polymer’s (CFRP) arrangements rather than the amount of secondary steel reinforcements for strengthening reinforced concrete (RC) corbels, utilizing finite element (FE) analysis. While previous studies have only examined different types of FRP sheet arrangement in the absence or presence of equal amount of secondary steel reinforcements, this research fills a gap by comparing the effect of different configurations with the Externally Bonded Reinforcement (EBR) installation method and increasing the amount of the secondary steel re
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Pratama, A. A., A. R. Prabowo, T. Muttaqie, and F. B. Laksono. "Parametric study of cross-sectional hollow tubes under compressive load using nonlinear FE analysis." In Trends in Maritime Technology and Engineering Volume 1. CRC Press, 2022. http://dx.doi.org/10.1201/9781003320272-22.

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Ardic, Ibrahim Tugrul, Mustafa Erden Yildizdag, and Ahmet Ergin. "An FE-BE Method for the Hydroelastic Vibration Analysis of Plates and Shells Partially in Contact with Fluid." In Developments and Novel Approaches in Nonlinear Solid Body Mechanics. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-50460-1_16.

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Tezcan, Selman, Niharika Tambe, Christopher Muir, Rafael Aguilar, and Renato Perucchio. "Nonlinear FE Analysis of the Response to Lateral Accelerations of the Triumphal Arch of the Church of Andahuaylillas, Peru." In RILEM Bookseries. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-319-99441-3_139.

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Kopp, Michaela, Gerald Köck, and Markus Vill. "Investigations of Shear Resistance Related to Slab Bridges in Comparison with International Design Standards, Nonlinear FE-Analysis and Results of Full-Scale Test Series." In Lecture Notes in Civil Engineering. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-23748-6_11.

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Conference papers on the topic "Nonlinear FE analysis"

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Gandolfi, Alessandro, Natalia Pingaro, Gabriele Milani, Siddhartha Ghosh, and Bhumik Halani. "Nonlinear Static Analysis of Global Vipassana Pagoda by Means of a Novel FE-Based Method: Results." In 2024 IEEE International Workshop on Metrology for Living Environment (MetroLivEnv). IEEE, 2024. http://dx.doi.org/10.1109/metrolivenv60384.2024.10615624.

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Gandolfi, Alessandro, Natalia Pingaro, Gabriele Milani, Siddhartha Ghosh, and Bhumik Halani. "Nonlinear Static Analysis of Global Vipassana Pagoda by Means of a Novel FE-Based Method: Modelling Strategy." In 2024 IEEE International Workshop on Metrology for Living Environment (MetroLivEnv). IEEE, 2024. http://dx.doi.org/10.1109/metrolivenv60384.2024.10615449.

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Schlegel, R., R. Lampert, S. Eckardt, K. Rognlien, and F. Halvorsen. "Nonlinear 3D FE-Stability analysis of suction pile." In 80th EAGE Conference & Exhibition 2018 Workshop Programme. EAGE Publications BV, 2018. http://dx.doi.org/10.3997/2214-4609.201801891.

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Howard, Marylesa, Dale Anderson, Brian Williams, and Richard Picard. "NONLINEAR MULTI-PHENOMENOLOGY EXPLOSION MONITORING." In DOE Conference on Data Analysis March 7-9, 2023 - Santa Fe Community Convention Center, Santa Fe, New Mexico https://web.cvent.com/event/9d7caad6-df65-4288-8300-09f0fb6d2767/summary. US DOE, 2023. http://dx.doi.org/10.2172/1958515.

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Hashemi, A., and A. Shirazi-Adl. "3D Nonlinear Finite Element Analysis of Knee Joint Implants." In ASME 1999 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 1999. http://dx.doi.org/10.1115/imece1999-0424.

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Abstract The finite element (FE) method has been used in orthopaedic biomechanics to investigate the fixation role of different design parameters in total knee replacement (TKA). Previous FE model studies used 2D, axisymmetric and 3D models to represent the geometry while neglecting many essential features. They simulated the bone-implant interface as frictionless, perfectly bonded or with idealized Coulomb’s friction model. The model of screws and posts have also been neglected altogether or inadequately considered in these studies. To overcome these limitations, the objective of the present
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Bhat, Dinesh, Musharraf Zaman, and Joakim Laguros. "Computer Aided Analysis of Nonlinear Consolidation." In ASME 1993 International Computers in Engineering Conference and Exposition. American Society of Mechanical Engineers, 1993. http://dx.doi.org/10.1115/cie1993-0061.

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Abstract Consolidation is one of the major problems in clayey foundation settlements. This paper presents a user-friendly software developed by the authors, based on finite element (FE) method including the concept of infinite elements. The software is found to be very efficient tool for the analysis of consolidation settlement potentials of bridge approaches founded on clayey soils.
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Ceresa, Paola, and Alonso González Víquez. "NONLINEAR ANALYSIS OF SHEAR CRITICAL RC MEMBERS USING CURRENT FE SOFTWARE." In 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2017. http://dx.doi.org/10.7712/120117.5770.18864.

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McGuffie, Sean, Mike Porter, and Dennis Martens. "Diaphragm Closure Analysis Using Nonlinear FEA and CFD." In ASME 2010 Pressure Vessels and Piping Division/K-PVP Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/pvp2010-25833.

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In the previous work PVP2006-93731 “Reinvestigation of Heat Exchanger Flange Leak” (Porter [1]), a series of finite element (FE) models were constructed of a heat exchanger flange. Current FE capabilities were used to further elucidate the reasons for the flange’s leakage in-service, reported in a 1994 paper (Porter [2]). The flange leakage was primarily caused by differential thermal expansion causing yield in the flange bolts and gasket scuffing. Correcting the leakage required the implementation of a weld ring gasket. A similar service exchanger was later designed to eliminate the critical
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Livingston, Richard A., Shuang Jin, and Dhafer Marzougui. "Stochastic modeling of ambient traffic loadings in LS-DYNA nonlinear FE analysis." In 6th Annual International Symposium on NDE for Health Monitoring and Diagnostics, edited by Steven B. Chase and A. Emin Aktan. SPIE, 2001. http://dx.doi.org/10.1117/12.435618.

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Shu, Jiangpeng, Mario Plos, Kamyab Zandi, Morgan Johansson, and Filip Nilenius. "Prediction of punching behaviour of RC slabs using continuum nonlinear FE analysis." In IABSE Congress, Stockholm 2016: Challenges in Design and Construction of an Innovative and Sustainable Built Environment. International Association for Bridge and Structural Engineering (IABSE), 2016. http://dx.doi.org/10.2749/stockholm.2016.1624.

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Reports on the topic "Nonlinear FE analysis"

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Lokke, Arnkjell, and Anil Chopra. Direct-Finite-Element Method for Nonlinear Earthquake Analysis of Concrete Dams Including Dam–Water–Foundation Rock Interaction. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2019. http://dx.doi.org/10.55461/crjy2161.

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Evaluating the seismic performance of concrete dams requires nonlinear dynamic analysis of two- or three-dimensional dam–water–foundation rock systems that include all the factors known to be significant in the earthquake response of dams. Such analyses are greatly complicated by interaction between the structure, the impounded reservoir and the deformable foundation rock that supports it, and the fact that the fluid and foundation domains extend to large distances. Presented in this report is the development of a direct finite-element (FE) method for nonlinear earthquake analysis of two- and
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Eberlein, Robert, and Sven Düzel. Fatigue lifetime analysis of POM gears for generalized tooth root shapes. Universidad de los Andes, 2024. https://doi.org/10.51573/andes.pps39.gs.ms.1.

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The current calculation methods for determining the tooth root load capacity of polymer gears (e.g., VDI 2736) are based on the same assumptions as those for steel gears. However, due to the non-linear material behavior, temperature, and rate dependency of polymers, these predictions are often inaccurate. A previous study employed rate-dependent nonlinear viscoplastic finite element (FE) modelling of polyoxymethylene (POM) to quantify material influences not considered in standard metal gear assumptions. A lifetime model was developed and validated to predict tooth root fracture based on rotat
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TESTS, MODELLING AND DESIGN OF UNSYMMETRICAL BACK-TO-BACK COLD-FORMED STEEL ANGLES UNDER COMPRESSION. The Hong Kong Institute of Steel Construction, 2024. http://dx.doi.org/10.18057/ijasc.2024.20.2.11.

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Built-up cold-formed steel (CFS) unsymmetrical angles are increasingly used in structures such as portal frames, roof trusses, and transmission towers. However, there are limited studies on CFS unequal back-to-back angle columns (BBUAC) with stiffeners. This paper presents the results of six experimental tests on intermediate BBUAC with intermittent screw fasteners. The findings include the deformed shapes at failure and the load-axial shortening behavior. Additionally, a nonlinear finite element (FE) model that accounts for both material and geometric nonlinearity was developed. The experimen
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SIMPLIFIED MODELLING OF NOVEL NON-WELDED JOINTS FOR MODULAR STEEL BUILDINGS. The Hong Kong Institute of Steel Construction, 2021. http://dx.doi.org/10.18057/ijasc.2021.17.4.10.

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Prefabricated modular steel (PFMS) construction is a more efficient and safe method of constructing a high-quality building with less waste material and labour dependency than traditional steel construction. It is indeed critical to have a precise and valuable intermodular joining system that allows for efficient load transfer, safe handling, and optimal use of modular units' strength. Thus, the purpose of this study was to develop joints using tension bolts and solid tenons welded into the gusset plate (GP). These joints ensured rigid and secure connectivity in both horizontal and vertical di
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