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Relevant bibliographies by topics / Elastic analysis

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Academic literature on the topic 'Elastic analysis'

Author: Grafiati

Published: 4 June 2021

Last updated: 20 February 2023

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Journal articles on the topic "Elastic analysis"

1

Zheng, Qian, Elaine C. Davis, James A. Richardson, Barry C. Starcher, Tiansen Li, Robert D. Gerard, and Hiromi Yanagisawa. "Molecular Analysis of Fibulin-5 Function during De Novo Synthesis of Elastic Fibers." Molecular and Cellular Biology 27, no. 3 (February 1, 2007): 1083–95. http://dx.doi.org/10.1128/mcb.01330-06.

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ABSTRACT Elastic fibers contribute to the structural support of tissues and to the regulation of cellular behavior. Mice deficient for the fibulin-5 gene (fbln5 − / −) were used to further elucidate the molecular mechanism of elastic fiber assembly. Major elastic fiber components were present in the skin of fbln5 − / − mice despite a dramatic reduction of mature elastic fibers. We found that fibulin-5 preferentially bound the monomeric form of elastin through N-terminal and C-terminal elastin-binding regions and to a preexisting matrix scaffold through calcium-binding epidermal growth factor (EGF)-like (CB-EGF) domains. We further showed that adenovirus-mediated gene transfer of fbln5 was sufficient to regenerate elastic fibers and increase elastic fiber-cell connections in vivo. A mutant fibulin-5 lacking the first 28 amino acids of the first CB-EGF domain, however, was unable to rescue elastic fiber defects. Fibulin-5 thus serves as an adaptor molecule between monomeric elastin and the matrix scaffold to aid in elastic fiber assembly. These results also support the potential use of fibulin-5 as a therapeutic agent for the treatment of elastinopathies.

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Akiyama, Mari. "Elastic Fibers and F-Box and WD-40 Domain-Containing Protein 2 in Bovine Periosteum and Blood Vessels." Biomimetics 8, no. 1 (December 23, 2022): 7. http://dx.doi.org/10.3390/biomimetics8010007.

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Elastic fibers form vessel walls, and elastic fiber calcification causes serious vascular diseases. Elastin is a well-known elastic fiber component; however, the insoluble nature of elastic fibers renders elastic fiber component analysis difficult. A previous study investigated F-box and WD-40 domain-containing protein 2 (FBXW2) in the cambium layer of bovine periosteum and hypothesized that fiber structures of FBXW2 are coated with osteocalcin during explant culture. Here, FBXW2 was expressed around some endothelial cells but not in all microvessels of the bovine periosteum. The author hypothesized that FBXW2 is expressed only in blood vessels with elastic fibers. Immunostaining and Elastica van Gieson staining indicated that FBXW2 was expressed in the same regions as elastic fibers and elastin in the cambium layer of the periosteum. Alpha-smooth muscle actin (αSMA) was expressed in microvessels and periosteum-derived cells. Immunostaining and observation of microvessels with serial sections revealed that osteocalcin was not expressed around blood vessels at 6 and 7 weeks. However, blood vessels and periosteum connoted elastic fibers, FBXW2, and αSMA. These findings are expected to clarify the processes involved in the calcification of elastic fibers in blood vessels.

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Rahbar-Ranji, Ahmad. "Elastic tripping analysis of corroded flat-bar stiffeners." Odes’kyi Politechnichnyi Universytet. Pratsi, no. 3 (December 23, 2016): 11–15. http://dx.doi.org/10.15276/opu.3.50.2016.04.

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Setiyana, Budi, Imam Syafaat, Jamari Jamari, and DikJoe Schipper. "FRICTION ANALYSIS ON SCRATCH DEFORMATION MODES OF VISCO-ELASTIC-PLASTIC MATERIALS." Reaktor 14, no. 3 (February 3, 2013): 199. http://dx.doi.org/10.14710/reaktor.14.3.199-203.

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Understanding of abrasion resistance and associated surfaces deformation mechanisms is of primary importance in materials engineering and design. Instrumented scratch testing has proven to be a useful tool for characterizing the abrasion resistance of materials. Using a conical indenter in a scratch test may result in different deformation modes, like as elastic deformation, ironing, ductile ploughing and cutting. This paper presents the friction analysis of some deformation modes of visco-elastic-plastic behaving polymer materials, especially PEEK (poly ether ether ketone).In general, it is accepted that the friction consist of an adhesion and a deformation component, which can be assumed to be independent to each others. During a scratch test, the friction coefficient is influenced by some parameters, such as the sharpness of indenter, the deformation modes and the degree of elastic recovery. Results show that the adhesion component strongly influences the friction in the elastic and ironing deformation mode (scratching with a blunt cone), friction for the cutting deformation mode (scratching with a sharp cone) is dominantly influenced by the deformation component. From the analysis, it can be concluded that the adhesion friction model is suitable for ironing - elastic deformation mode and the deformation friction model with elastic recovery is good for cutting mode. Moreover, the ductile ploughing mode is combination of the adhesion and plastic deformation friction model. ANALISIS FRIKSI PADA BENTUK DEFORMASI AKIBAT GORESAN PADA MATERIAL VISKO-ELASTIK-PLASTIK. Pemahaman tentang ketahanan abrasi dan deformasi permukaan yang menyertainya merupakan hal yang penting dalam rekayasa dan disain material. Peralatan uji gores terbukti ampuh untuk menyatakan ketahanan abrasi dari material. Pemakaian indenter kerucut dalam uji gores akan menghasilkan beberapa bentuk deformasi seperti halnya deformasi elastik, penyetrikaan, plowing dan pemotongan. Paper ini menyajikan analisis friksi dari beberapa bentuk deformasi permukaan dari material visko-elastik-plastik, khususnya pada PEEK (poly ether ether ketone). Secara umum dinyatakan bahwa friksi terdiri dari komponen adhesi dan deformasi yang diasumsikan tidak bergantung satu sama lain. Selama uji gores, koefisien friksi dipengaruhi oleh beberapa parameter, seperti ketajaman indenter, bentuk deformasi dan pemulihan elastik. Hasil menunjukkan bahwa komponen adhesi sangat berpengaruh pada deformasi elastic dan penyetrikaan (uji gores dengan indenter tumpul), sedang untuk pemotongan (uji gores dengan indenter tajam) sangat dipengaruhi oleh komponen deformasi. Dari analisis dapat disimpulkan bahwa model friksi adhesi cocok untuk deformasi elastic dan penyetrikaan, sedang model friksi deformasi dengan pemulihan elastic, cocok untuk pemotongan. Selain itu, plowing merupakan kombinasi dari model friksi adhesi dan deformasi.

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B, Vamsi Krishna. "Analysis of Welded Connection Plates by Using ANSYS (Comparative Study – Finite Element Analysis with Elastic Analysis)." Revista Gestão Inovação e Tecnologias 11, no. 4 (July 10, 2021): 1843–57. http://dx.doi.org/10.47059/revistageintec.v11i4.2240.

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Notaroberto, Daniela Ferreira de Carvalho, Mariana Martins e. Martins, Maria Teresa de Andrade Goldner, Cátia Abdo Quintão, and Alvaro de Moraes Mendes. "Analysis in vitro of strength degradation comparing latex and non-latex elastics." Brazilian Journal of Oral Sciences 17 (October 30, 2018): e18144. http://dx.doi.org/10.20396/bjos.v17i0.8653813.

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Aim: This study was conducted in order to evaluate and compare the behavior of latex and non-latex elastics, as the loss of strength over time in vitro. Methods: The study evaluated 15 of each elastic material for the pre-selected times: 0, 1, 3, 12 and 24 hours. The rubber bands were transferred to the testing machine (EMIC DL-500 MF). The force values were recorded after stretching the elastic to a length of 25mm. Independent t-test was applied. Analysis of variance (ANOVA) was used to check the variation of the forces generated between those determined times. To identify between which times the difference was present, Tukey post-hoc test was accomplished. Results: As regards the initial forces (zero time), the values of force for non-latex elastic were slightly higher than the latex elastic. In subsequent times, the forces generated by the latex elastic showed higher values. Regarding the material degradation, at the end of 24 hours the highest percentage was observed for non-latex elastic. Conclusion: The latex elastic had a more stable behavior during the studied period compared with non-latex.

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Tirira, J., and P. Trocellier. "Elastic recoil detection analysis." Journal of Radioanalytical and Nuclear Chemistry Articles 130, no. 2 (April 1989): 311–19. http://dx.doi.org/10.1007/bf02041351.

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Mehta, Kapil. "Design of Secure Elastic Timer Protocol in IoT-Comparative Analysis." Revista Gestão Inovação e Tecnologias 11, no. 4 (July 10, 2021): 1778–91. http://dx.doi.org/10.47059/revistageintec.v11i4.2236.

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Veeresh, H. M., and B. M. Gudadappanavar. "Performance Based Evaluation of Floating Column Building by Elastic Analysis." Bonfring International Journal of Man Machine Interface 4, Special Issue (July 30, 2016): 112–15. http://dx.doi.org/10.9756/bijmmi.8166.

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Lin, L., and Y. L. Gao. "Inelastic Versus Elastic Displacement-Based Intensity Measures for Seismic Analysis." International Journal of Engineering and Technology 6, no. 6 (December 2014): 476–80. http://dx.doi.org/10.7763/ijet.2014.v6.744.

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Dissertations / Theses on the topic "Elastic analysis"

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Ghasemi, Ghamsari Amir H. "Analysis of elastic and elasto-plastic behaviour of spatial structures." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape17/PQDD_0010/NQ34769.pdf.

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Makulsawatudom, Prasit. "Elastic and elastic-plastic analysis of thick cylindrical vessels with crossholes." Thesis, University of Strathclyde, 2004. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.401319.

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鄺君尚 and Jun-shang Kuang. "Elastic and elasto-plastic analysis of shear wall and core wall structures." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1988. http://hub.hku.hk/bib/B3123155X.

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Kuang, Jun-shang. "Elastic and elasto-plastic analysis of shear wall and core wall structures /." [Hong Kong] : University of Hong Kong, 1988. http://sunzi.lib.hku.hk/hkuto/record.jsp?B12428565.

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王元漢 and Yuanhan Wang. "The elastic and elasto-plastic fracture analysis by method of weightedresiduals and elasto-viscoplasticity." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1988. http://hub.hku.hk/bib/B3123172X.

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Wang, Yuanhan. "The elastic and elasto-plastic fracture analysis by method of weighted residuals and elasto-viscoplasticity /." [Hong Kong] : University of Hong Kong, 1988. http://sunzi.lib.hku.hk/hkuto/record.jsp?B12384033.

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Janzen, Walter F. "Cable stayed bridges : nonlinear elastic dimensional analysis." Thesis, University of British Columbia, 1988. http://hdl.handle.net/2429/28388.

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Cable stayed bridges are the state of the art in long span bridges. Developments in cable response analysis and computer hardware and software have allowed engineers to design and build many cable stayed bridges. Bridges of many different configurations with longer and longer spans are being built. With the long spans and high axial loads in the deck, the stability of cable stayed bridges becomes a growing concern. Current analysis procedures use a parabolic approximation to the true catenary response of cables, which is quite accurate for tight cables; however, for near instability conditions with the accompanying large deflections and consequently loose cables, a catenary model is called for. Herein, a study is conducted on the elastic stability of cable stayed bridges utilizing a true catenary model of cable response. A dimensional analysis of cable stayed bridge stability is undertaken as well as deck maximum deflection and moment under service load conditions. A computer program written by this author is the analysis tool used in this work. The program is given the acronym ULA which stands for Ultimate Load Analysis. ULA is a nonlinear plane frame program with catenary cable elements and an interactive graphics interface. The dimensional analysis is carried out by comparing the computer model of a cable stayed bridge to the theoretical model of a beam on an elastic foundation. Two preliminary simplified cable stayed bridge backspan models are studied first in order to develop the dimensionless ratios that are applicable to the bridge response and to gain an insight into the cable stayed bridge behaviour. The final model is that of an entire cable stayed bridge. Because of the multitude of parameters governing cable stayed bridge behaviour it is not possible to describe all cable stayed bridges. Instead, the dimensionless behaviour of a standard model is examined and the sensitivity of this standard to various parameter variations is given in the form of dimensionless charts. Finally, a preliminary design and analysis aid is developed from the dimensionless charts and is then applied to two existing bridge designs.
Applied Science, Faculty of
Civil Engineering, Department of
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Dwyer, V. M. "Elastic scattering in quantitative Auger/XPS analysis." Thesis, University of York, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.374164.

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Strait, Justin. "Elastic Statistical Shape Analysis with Landmark Constraints." The Ohio State University, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=osu1530966023478484.

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Ali, Mohammed Ali Nasser. "Thermo-elastic-plastic analysis for elastic component under high temperature fatigue crack growth rate." Thesis, Sheffield Hallam University, 2013. http://shura.shu.ac.uk/19243/.

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The research project presents a fundamental understanding of the fatigue crack growth mechanisms of AISI 420 martensitic stainless steel, based on the comparison analysis between the theoretical and numerical modelling, incorporating research findings under isothermal fatigue loading for solid cylindrical specimen and the theoretical modelling with the numerical simulation for tubular specimen when subjected to cyclic mechanical loading superimposed by cyclic thermal shock. The experimental part of this research programme studied the fatigue stress-life data for three types of surface conditions specimen and the isothermal stress-controlled fatigue testing at 300 °C - 600 °C temperature range. It is observed that the highest strength is obtained for the polished specimen, while the machined specimen shows lower strength, and the lowest strength is the notched specimen due to the high effect of the stress concentration. The material behaviour at room and high temperatures shows an initial hardening, followed by slow extension until fully plastic saturation then followed by crack initiation and growth eventually reaching the failure of the specimen, resulting from the dynamic strain ageing occurred from the transformation of austenitic microstructure to martensite and also, the nucleation of precipitation at grain boundaries and the incremental temperature increase the fatigue crack growth rate with stress intensity factor however, the crack growth rate at 600 °C test temperature is less than 500 °C because of the creep-fatigue taking place. The theoretical modelling presents the crack growth analysis and stress and strain intensity factor approaches analysed in two case studies based on the addition of thermo-elastic-plastic stresses to the experimental fatigue applied loading. Case study one estimates the thermal stresses superimposed sinusoidal cyclic mechanical stress results in solid cylinder under isothermal fatigue simulation. Case study two estimates the transient thermal stresses superimposed on cyclic mechanical loading results in hollow cylinder under thermal shock in heating case and down shock cooling case. The combination of stress and strain intensity factor theoretical calculations with the experimental output recorded data shows a similar behaviour with increasing temperature, and there is a fair correlation between the profiles at the beginning and then divergence with increasing the crack length. The transient influence of high temperature in case two, giving a very high thermal shock stress as a heating or cooling effects, shifting up the combined stress, when applied a cyclic mechanical load in fraction of seconds, and the reputations of these shocks, causing a fast failure under high thermal shock stress superimposed with mechanical loading. Finally, the numerical modelling analyses three cases studied were solved due to the types of loading and types of specimen geometry by using finite element models constructed through the ANSYS Workbench version 13.0. The first case is a low cyclic fatigue case for a solid cylinder specimen simulated by applying a cyclic mechanical loading. The second is an isothermal fatigue case for solid cylinder specimen simulated by supplying different constant temperatures on the outer surface with cyclic mechanical loading, where the two cases are similar to the experimental tests and the third case, is a thermo-mechanical fatigue for a hollow cylinder model by simulating a thermal up-shock generated due to transient heating on the outer surface of the model or down shock cooling on the inner surface with the cyclic mechanical loading. The results show a good agreement with the experimental data in terms of alternative stress and life in the first case. In case two results show the strain intensity factor is increases with increasing temperature similar to the theoretical solution due to the influence of the modulus of elasticity and the difference in life estimation with the experimental output record is related to the input data made of theoretical physical properties and the experimental stress-life data.

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Books on the topic "Elastic analysis"

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Shames, Irving H. Elastic andinelastic stress analysis. Englewood Cliffs, N.J: Prentice Hall, 1992.

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Shames, Irving Herman. Elastic and inelastic stress analysis. Englewood Cliffs, N.J: Prentice Hall, 1992.

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Elastic analysis of slab structures. Dordrecht: Springer Netherlands, 1987.

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Shames, Irving H. Elastic and inelastic stress analysis. Englewood Cliffs, NJ: Prentice-Hall, 1991.

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Elastic analysis of slab structures. București, România: Editura Academiei, 1987.

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Negruţiu, Radu. Elastic analysis of slab structures. Dordrecht: Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3501-3.

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1933-, Cozzarelli Francis A., ed. Elastic and inelastic stress analysis. Washington, DC: Taylor and Francis, 1997.

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Mathematical models for elastic structures. Cambridge: Cambridge University Press, 1997.

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Reddy, J. N. Geometrically nonlinear analysis laminated elastic structures. [Washington, DC]: National Aeronautics and Space Administration, 1993.

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Pilkey, Walter D. Analysis and Design of Elastic Beams. New York: John Wiley & Sons, Ltd., 2002.

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Book chapters on the topic "Elastic analysis"

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Hwu, Chyanbin. "Plate Bending Analysis." In Anisotropic Elastic Plates, 411–34. Boston, MA: Springer US, 2010. http://dx.doi.org/10.1007/978-1-4419-5915-7_12.

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Hwu, Chyanbin. "Boundary Element Analysis." In Anisotropic Elastic Plates, 545–88. Boston, MA: Springer US, 2010. http://dx.doi.org/10.1007/978-1-4419-5915-7_15.

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Fridman, Vladimir. "Harmonic Analysis." In Theory of Elastic Oscillations, 109–22. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-4786-2_5.

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Hwu, Chyanbin. "Coupled Stretching–Bending Analysis." In Anisotropic Elastic Plates, 435–91. Boston, MA: Springer US, 2010. http://dx.doi.org/10.1007/978-1-4419-5915-7_13.

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Krishnamachari, S. I. "Beyond Elastic Behavior." In Applied Stress Analysis of Plastics, 145–67. Boston, MA: Springer US, 1993. http://dx.doi.org/10.1007/978-1-4615-3110-4_3.

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Lamain, L. G. "Numerical Analysis In EPFM." In Elastic-Plastic Fracture Mechanics, 227–61. Dordrecht: Springer Netherlands, 1985. http://dx.doi.org/10.1007/978-94-009-5380-2_9.

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Sekiba, Daiichiro. "Elastic Recoil Detection Analysis." In Compendium of Surface and Interface Analysis, 67–72. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-10-6156-1_12.

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Berger, Pascal, Caroline Raepsaet, and Hicham Khodja. "Elastic Recoil Detection Analysis." In Neutron Scattering and Other Nuclear Techniques for Hydrogen in Materials, 277–314. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-22792-4_10.

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Shillor, Meir, Mircea Sofonea, and Józef Joachim Telega. "7 Elastic Contact." In Models and Analysis of Quasistatic Contact, 101–15. Berlin, Heidelberg: Springer Berlin Heidelberg, 2004. http://dx.doi.org/10.1007/978-3-540-44643-9_7.

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Doyle, James F. "Nonlinear Elastic Shapes." In Spectral Analysis of Nonlinear Elastic Shapes, 185–265. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-59494-7_4.

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Conference papers on the topic "Elastic analysis"

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Goncharov, S. A., A. S. Dem’yanova, and A. A. Ogloblin. "Analysis of the elastic." In EXOTIC NUCLEI AND ATOMIC MASSES. ASCE, 1998. http://dx.doi.org/10.1063/1.57251.

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Liu, Feng, and Jon B. Weissman. "Elastic job bundling." In SC15: The International Conference for High Performance Computing, Networking, Storage and Analysis. New York, NY, USA: ACM, 2015. http://dx.doi.org/10.1145/2807591.2807610.

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Villar, M. M., and M. M. Pe´rez. "Elastic Analysis of Journal Bearings." In ASME 7th Biennial Conference on Engineering Systems Design and Analysis. ASMEDC, 2004. http://dx.doi.org/10.1115/esda2004-58533.

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In this paper a numerical model is used to investigate the effect of the elasticity of the bearing in the pressure distribution in the lubricant and the stress distribution in the bearing. The lubricant film, as well as a bearing, including the lining and the backing of the insert, and the housing, are modeled using the general-purpose ANSYS®5.7 commercial Finite Element program. Results have been obtained for the pressure, radial displacement, hoop and von Mises stress distributions at the surface of the bearing, as well as for the shear stress distribution at the interface between the lining and the backing. A number of conclusions have been drawn regarding the relative significance of the steep pressure gradient at the end of the lubricated region on the hoop stresses that cause localized bending distortions at the surface of the lining. These localized bending distortions, in turn, are likely to cause fatigue failure of the lining.

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Ratner, Vadim, and Yehoshua Y. Zeevi. "Image Enhancement Using Elastic Manifolds." In 14th International Conference on Image Analysis and Processing (ICIAP 2007). IEEE, 2007. http://dx.doi.org/10.1109/iciap.2007.4362869.

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Ziemian, Ronald D. "Going Beyond Linear-Elastic Analysis." In Structures Congress 2001. Reston, VA: American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40558(2001)155.

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Kurtek, Sebastian, and Anuj Srivastava. "Elastic symmetry analysis of anatomical structures." In 2012 IEEE Workshop on Mathematical Methods in Biomedical Image Analysis (MMBIA). IEEE, 2012. http://dx.doi.org/10.1109/mmbia.2012.6164739.

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Matrosov, Alexander V., and Dmitriy P. Goloskokov. "Analysis of elastic systems with nonsmooth boundaries." In 2017 Constructive Nonsmooth Analysis and Related Topics (CNSA). IEEE, 2017. http://dx.doi.org/10.1109/cnsa.2017.7973987.

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Kuzmina, Svetlana, Fanil Ishmuratov, and Victor Kuzmin. "Minimization of Induced Drag of Elastic Airplane." In 10th AIAA/ISSMO Multidisciplinary Analysis and Optimization Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2004. http://dx.doi.org/10.2514/6.2004-4611.

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Radicella, Ninfa, Angelo Tartaglia, Theodore E. Simos, George Psihoyios, and Ch Tsitouras. "Massive Waves in an “Elastic” Space-Time." In NUMERICAL ANALYSIS AND APPLIED MATHEMATICS: International Conference on Numerical Analysis and Applied Mathematics 2009: Volume 1 and Volume 2. AIP, 2009. http://dx.doi.org/10.1063/1.3241243.

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Podgornova, Olga, and Vadim Lisitsa. "Accuracy analysis of finite‐difference staggered‐grid numerical schemes for elastic‐elastic and fluid‐elastic interfaces." In SEG Technical Program Expanded Abstracts 2010. Society of Exploration Geophysicists, 2010. http://dx.doi.org/10.1190/1.3513488.

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Reports on the topic "Elastic analysis"

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Banks, H. T., Gabriella A. Pinter, and O. H. Yeoh. Analysis of Bonded Elastic Blocks. Fort Belvoir, VA: Defense Technical Information Center, January 2001. http://dx.doi.org/10.21236/ada454440.

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Kachanov, Mark. Stress Analysis in Elastic Solids with Many Cracks. Fort Belvoir, VA: Defense Technical Information Center, December 1987. http://dx.doi.org/10.21236/ada189015.

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Majumdar, S. Elastic-plastic analysis of the SS-3 tensile specimen. Office of Scientific and Technical Information (OSTI), September 1998. http://dx.doi.org/10.2172/330635.

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Salveson, M. W. Painter Street Overcrossing: Linear-elastic finite element dynamic analysis. Office of Scientific and Technical Information (OSTI), August 1991. http://dx.doi.org/10.2172/5123335.

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Hodge, S. C., and J. M. Minicucci. Cyclic material properties tests supporting elastic-plastic analysis development. Office of Scientific and Technical Information (OSTI), November 1996. http://dx.doi.org/10.2172/663570.

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Sirkus, Jim. A Displacement Pattern Matching Application in Elastic-Plastic Hybrid Stress Analysis. Fort Belvoir, VA: Defense Technical Information Center, August 1988. http://dx.doi.org/10.21236/ada199028.

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Orient, G. E., and N. M. Ghoniem. Elastic structural analysis of the pin-type solid breeder blanket first wall. Office of Scientific and Technical Information (OSTI), February 1986. http://dx.doi.org/10.2172/5481455.

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Walsh, Timothy Francis, Garth M. Reese, and Ulrich L. Hetmaniuk. Explicit a posteriori error estimates for eigenvalue analysis of heterogeneous elastic structures. Office of Scientific and Technical Information (OSTI), July 2005. http://dx.doi.org/10.2172/923176.

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Jeries J. Abou-Hanna, Douglas L. Marriott, and Timothy E. McGreevy. Update and Improve Subsection NH - Simplified Elastic and Inelastic Design Analysis Methods. Office of Scientific and Technical Information (OSTI), June 2009. http://dx.doi.org/10.2172/974287.

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Rudder, F. F. Jr. Static structural analysis of a reconfigurable rigid platform supported by elastic legs. Gaithersburg, MD: National Institute of Standards and Technology, 1996. http://dx.doi.org/10.6028/nist.ir.5885.

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