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Thematische Bibliographien / Bending testing

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Auswahl der wissenschaftlichen Literatur zum Thema „Bending testing“

Autor: Grafiati

Veröffentlicht am 28. Juni 2021

Zuletzt aktualisiert am 2. Februar 2022

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Zeitschriftenartikel zum Thema "Bending testing"

1

Pécsi, Levente, Judit Pásztor und András Kakucs. „Bending-Testing of Arrows“. Műszaki Tudományos Közlemények 9, Nr. 1 (01.10.2018): 191–94. http://dx.doi.org/10.33894/mtk-2018.09.43.

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Abstract Archery is a tradition, a style of martial arts and a competitive sport, while at the same time being an art form. The equipment consists of a bow and arrows. The deflection of the arrow is a very important characteristic, one which has a decisive influence on how and if the arrow reaches the target. This has a tremendous impact on the performance of the archer in both competition and archery demonstrations. The quantification and measurement of arrow deflection is equally important to both manufacturers and archers. It is affected by the arrow’s static bending. In this paper the bend of the arrow shall be determined.

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Ishii, Hitoshi, Yohei Taguchi, Kazuo Ishii und Hirofumi Akagi. „OS11W0239 Ultrasonic bending fatigue testing method for thin sheet materials“. Abstracts of ATEM : International Conference on Advanced Technology in Experimental Mechanics : Asian Conference on Experimental Mechanics 2003.2 (2003): _OS11W0239. http://dx.doi.org/10.1299/jsmeatem.2003.2._os11w0239.

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Yotte, S., É. Lacoste und C. Currit. „Bending Test for CMC's Toughness Testing“. Key Engineering Materials 127-131 (November 1996): 799–806. http://dx.doi.org/10.4028/www.scientific.net/kem.127-131.799.

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4

Jia, Bao Xian, Wen Feng Bian und Ning Peng. „Structural Design and Performance Testing of SMPC Deployable Hinge“. Applied Mechanics and Materials 893 (Juli 2019): 104–8. http://dx.doi.org/10.4028/www.scientific.net/amm.893.104.

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SMPC (shape memory polymer composites) has many advantages as a hinge of spacedeployable antenna. The structure of the SMPC hinge is designed and tested in this paper. The basicmechanical properties of composites are calculated. Through finite element simulation, the bendingmoment of the positive and reverse of the lamella with the bending angle as the lamella with the fiberdifferent content, the bending of the lamella with different bending distances was simulated, and thecurves of bending moment with bending angle in different bending distances were obtained. Hingebending process simulation shows when the hinge begins to bend, the stress of the inner positivebending lamella is larger. The stress of the outside bending lamella increases with the increase of thebending angle. As for the relationship of moment-angle, the process of unfolding of the hinge isbasically the same as that of the lamellae. However, the hinge bending moment is much greater thanthe single layer lamella bending moment. The hinge with the structure of back-to-back can increasethe structure stiffness and the bending resilience ability. The tested moment of the hinge is similar tothe simulation result.

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Kraft, Oliver, Norbert Huber, Edouard Tioulioukovski und Ruth Schwaiger. „OS06W0407 Mechanical testing of materials in small volumes by nanoindentation and microbeam bending“. Abstracts of ATEM : International Conference on Advanced Technology in Experimental Mechanics : Asian Conference on Experimental Mechanics 2003.2 (2003): _OS06W0407. http://dx.doi.org/10.1299/jsmeatem.2003.2._os06w0407.

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del Prete, Antonio, Gabriele Papadia und Teresa Primo. „Bending Testing Rig Development through CAE Tools Application“. Key Engineering Materials 504-506 (Februar 2012): 803–8. http://dx.doi.org/10.4028/www.scientific.net/kem.504-506.803.

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Bending can be considered one of easier sheet metal forming processes. In fact, it represents one of the basic variants of applied deformations to metal blanks. However, the numerous research contributions dedicated to sheet metal bending that have been published over the past decade and the constant stream of announcements by R&D departments of machine constructors are strong indications that not all research challenges related to sheet metal bending have been done. This paper reports the developed activity carried out to design a bending testing rig characterized by: a working horizontal axis, a maximum bending length equal to 200 mm, a maximum applicable force equal to 80 kN. A partitioned blankholder has also been designed to allow bending operations on tailored blanks. Moreover, a Graphical User Interface hollows to set up the process parameters and the acquisition of testing data (Temperature and/or Force as function of the process time or punch stroke). CAE tools application had a strategic role to develop the best layout and to find the optimum solutions for the process variables tuning. CAE techniques have allowed to investigate and verify different layout solutions both for the bending process and the structural components of the tooling.

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Reeder, James R., und John H. Crews. „Mixed-mode bending method for delamination testing“. AIAA Journal 28, Nr. 7 (Juli 1990): 1270–76. http://dx.doi.org/10.2514/3.25204.

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Polites, Olga. „Bending the Rules of Curriculum and Testing“. English Journal 83, Nr. 5 (September 1994): 43. http://dx.doi.org/10.2307/820406.

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9

Brugger, C., T. Palin-Luc, P. Osmond und M. Blanc. „Ultrasonic fatigue testing device under biaxial bending“. Frattura ed Integrità Strutturale 10, Nr. 37 (13.06.2016): 46–51. http://dx.doi.org/10.3221/igf-esis.37.07.

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Velasquez, Raul, Adam Zofka, Mugurel Turos und Mihai O. Marasteanu. „Bending beam rheometer testing of asphalt mixtures“. International Journal of Pavement Engineering 12, Nr. 5 (Oktober 2011): 461–74. http://dx.doi.org/10.1080/10298430903289956.

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Dissertationen zum Thema "Bending testing"

1

Totty, Jennifer L. „Linear cellular copper in bending, compression and shear“. Thesis, Georgia Institute of Technology, 2003. http://hdl.handle.net/1853/16913.

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Shelton, Christopher Francis. „The mechano-sorptive creep of wood in bending“. Thesis, London South Bank University, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.329808.

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Heatwole, Edwin L. „Allowable bending strength enhancement of 2 by 4 lumber by tension and compression proofloading“. Thesis, Virginia Polytechnic Institute and State University, 1987. http://hdl.handle.net/10919/53718.

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Research has established that correlations exist between bending and tension, and bending and compression strength of lumber. Because of this correlation, improvement in bending strength may be realized from proofloading in tension or compression. The data utilized in a reliability analysis was from Galligan et al. (1986) that characterized the properties of 2-inch softwood dimension lumber with regressions and probability distributions. Randomly selected groups of 2 by 4 1650f-1.5E Hem-fir and No.2 KD Southern Pine were evaluated for bending strength. One group from each species was selected as a control and tested in bending. The other groups were proofloaded in tension and compression at two stress levels and the survivors were tested in bending to failure. Based on the concept of equal reliability and utilizing the load distributions from Thurmond (1986), the tensile and compressive proofloaded strength distributions were compared to the control. The probability of failure for the control group is found, then with an iterative approach, the bending strength values of the proofloaded sample distribution are artificially altered by a factor K until the probabilities of failure for the proofloaded and control groups are similar. The K is a shift factor relating the amount the proofloaded strength distribution must be shifted on the x-axis to give the same reliability as the control. Simple 5th percentile comparisons, the advanced first order second moment (AFOSM) and numerical integration analysis methods were used to evaluate increases in allowable bending strength from proofloading in tension and compression. Proofloading in tension or in compression both produced significant increases in allowable bending strength for the Hem-fir grade. Proofloading in tension to a target 15 percent breakage level, or 2,838. psi, yielded for the survivors an increase of 72 percent in allowable bending strength. The allowable bending strength increased 60 percent due to a compressive proofloading to a target 15 percent breakage level. The allowable bending strength increased as the proofloading level increased for both tension and compression proofloading with the Hem-fir grade. The southern pine visual stress grade did not show a consistent trend between proofloading level and improvement in allowable bending strength. The lack of a trend between proofloading level and allowable bending strength was attributed to possible sampling error. The fifth percentile analysis method, the AFOSM method and numerical integration method were compared. For lumber strength comparisons, a simple fifth percentile analysis was not the preferred method. The AFOSM method and the numerical integration method provided identical results in terms of their application in adjusting allowable bending stresses. It was not possible to show that the approximate AFOSM method can be used exclusively in lieu of the numerical integration method for reliability calculations.
Master of Science

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Svensson, Meulmann Sebastian, und Egzon Latifi. „Modelling and testing of CLT panels for evaluation of stiffness“. Thesis, Linnéuniversitetet, Institutionen för byggteknik (BY), 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-104766.

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The use of timber in building structures is steadily increasing. cross laminated timber (CLT) is an engineered wood product made of an uneven number of layers of lamellas glued at an angle of 90 degrees to each other. This gives CLT high stiffness and strength to bending in all directions, and capability of taking load both in-plane and out-of-plane. Due to the large size of CLT elements, they allow for quick assembly of strong structures. Due to both economic and environmental reasons it is important for producers of CLT to optimize the use of the wood material by using the timber with higher stiffness and strength where it is most needed. This thesis is about evaluating the bending and shear stiffness of CLT elements, when used as plates, depending on the quality of wood used in the different layers. Four-point bending tests are carried out on elements of different compositions and a parametrized finite element model is created. Thus, the model is validated on the basis of experimental tests to evaluate the influence of different quality of different layers. The measured dynamic MoE proved to have good potential to be used as the longitudinal bending stiffness in an FE-model, with a deviation from the experimental tests of less than 1%. There is a strong correlation between the bending stiffness and bending strength of the plates. The effective rolling shear modulus in pine was calculated to be around 170 MPa for pine of dimension 40 x 195 mm2 . Grading the boards into two different classes used for different layers proved to increase the MoE of the plates by 11-17% for 3- and 5-layer CLT.

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Olofsson, Kenneth. „Non destructive testing of paper products and tubes using transient bending waves“. Licentiate thesis, Luleå tekniska universitet, 1992. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-17165.

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Fagergren, Fred Stile. „Using Non-Destructive Testing to Predict Bending Modulus of Carbon Infiltrated-Carbon Nanotubes“. BYU ScholarsArchive, 2018. https://scholarsarchive.byu.edu/etd/8817.

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Fabrication of carbon inﬁltrated carbon nanotubes (CI-CNT) can result in large mechanical property variation, and methods to characterize properties usually involve destructive testing. Finding a non-destructive way to test for stiffness of this material reduces the number of parts that have to be made. It also simpliﬁes testing of complex parts. The stiffness of CI-CNT beams is related to the type of carbon material inﬁltrated between the carbon nanotubes (CNTs), how it interacts with the CNTs, and how much of it there is. The amount of material can be estimated using the density of the beam, and both the type of material and its interaction with the carbon nanotubes can be approximated through analysis of the Raman spectra taken at the surface. A combination of these two observations can be related to the effective material stiffness. The relationship can be ﬁtted with a power function, with a variance of 1.41 GPa, which is about 11% of the maximum stiffness of the samples tested. This variance is similar to the larger variations in CI-CNT beam stiffnesses found in a single batch of beams.

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Maguire, Marcus J. „Transverse and Longitudinal Bending of Segmental Concrete Box Girder Bridges“. Diss., Virginia Tech, 2013. http://hdl.handle.net/10919/23670.

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Post-tensioned segmental concrete box girders have been in use in the United States since the early 1970s. This unique bridge system uses post-tensioning to connect many smaller concrete bridge segments into very efficient long span bridges. However, because of the slender components, localized transverse bending becomes more critical when compared to more conventional bridge types. Bridge owners are finding that ratings for standard loads and permit trucks are often controlled by the transverse behavior of the girders near concentrated wheel loads. The popular analysis methods used today range from two dimensional frame models to three dimensional finite element models of the entire bridge. Currently, engineers must make sound engineering judgments on limited available information, while balancing safety and economy.

To quantify and understand longitudinal and transverse behavior, the results from three live load tests of single cell segmental concrete box girder bridges are presented. Each bridge was instrumented with longitudinal and transverse strain sensors on at least two cross sections as well as rotation and deflection sensors, when possible. Two dimensional transverse frame models and three dimensional shell models were compared to the test results for each subject bridge. The two dimensional frame analyses using the common bottom web pin and roller boundary conditions provide mean absolute percent error in excess of 250%. Conversely, the newly introduced boundary conditions using pin supports at the top and bottom of each web was shown to reduce mean absolute percent error to 82%, which is on the same order of magnitude as longitudinal beamline analysis.

The three dimensional shell models were insensitive to several changes including mesh fineness, number of spans modeled, and support conditions. Using uniform surface loading, the transverse modeling procedure was shown to provide significantly more accurate results than the common two dimensional frame models. A faster and more convenient analysis method using a program generated, structure specific, influence surface was also outlined. This method produced similar results when compared to the uniform surface loading method, while allowing additional automation for easier load application.

Ph. D.

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Cornwell, Matthew Allen. „Determination of the bending stiffness of copy paper and its dependence on temperature and moisture using laser ultrasonic lamb waves“. Thesis, Georgia Institute of Technology, 2001. http://hdl.handle.net/1853/19636.

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Bing, Julie Ann. „Pediatric Lower Extremities: Potential Risks and Testing Concepts“. The Ohio State University, 2011. http://rave.ohiolink.edu/etdc/view?acc_num=osu1313515676.

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Gex, Dominique. „Ultrasonic NDE testing of a gradient enhanced piezoelectric actuator (GEPAC) undergoing low frequency bending excitation“. Thesis, Available online, Georgia Institute of Technology, 2004:, 2004. http://etd.gatech.edu/theses/available/etd-04062004-171807/unrestricted/gex%5Fdominique%5Fc%5F200405%5Fmast.pdf.

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Thesis (M.S.)--Mechanical Engineering, Georgia Institute of Technology, 2004.
Berthelot, Committee Chair; Lynch, Committee Member; Jacobs, Committee Member. Includes bibliographical references (leaves 111-113).

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Bücher zum Thema "Bending testing"

1

Crews, John H. A mixed-mode bending apparatus for delamination testing. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1988.

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Crews, John H. A mixed-mode bending apparatus for delamination testing. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1988.

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Crews, John H. A mixed-mode bending apparatus for delamination testing. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1988.

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Crews, John H. A mixed-mode bending apparatus for delamination testing. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1988.

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5

Kandil, Fathy. Measurement of bending in uniaxial low cycle fatigue testing. Teddington: National Physical laboratory, 1998.

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Winistorfer, S. G. Bending performance of spliced, nailed-laminated posts. [Madison, Wis.?: Forest Products Laboratory, 1987.

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Chen, Qishi. Bending strength of longitudinally stiffened steel cylinders. Edmonton, Canada: Dept. of Civil Engineering, University of Alberta, 1993.

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Hankel, Steve. Design of a hydraulic bending machine. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 2004.

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Jegley, Dawn C. Structural testing of a stitched/resin film infused graphite-epoxy wing box. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 2001.

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McKewan, William M. Bending fatigue test 1 on a 2-inch 6x25 fiber core wire rope. Washington, D.C: Bureau of Mines, U.S. Dept. of the Interior, 1992.

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Buchteile zum Thema "Bending testing"

1

Hawkins, David E. „Testing the temperature“. In The Bending Moment, 242–49. London: Palgrave Macmillan UK, 2005. http://dx.doi.org/10.1057/9780230510609_27.

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Li, Cunjun, Hua Zhao, Hairong Wang, Shijie Su und Jitao Liu. „Bending testing apparatus with a welding plate“. In Advances in Materials Science, Energy Technology and Environmental Engineering, 103–6. P.O. Box 11320, 2301 EH Leiden, The Netherlands, e-mail: Pub.NL@taylorandfrancis.com , www.crcpress.com – www.taylorandfrancis.com: CRC Press/Balkema, 2016. http://dx.doi.org/10.1201/9781315227047-21.

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Zhang, Haitao, und Bernard Li. „Novel Bending Fatigue Testing of Small Medical Device Cables“. In Mechanics of Biological Systems and Materials, Volume 6, 133–40. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-21455-9_16.

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Mehta, Vijay V., Vedant K. Parmar, Nirav P. Maniar und Jasmin P. Bhimani. „Design, Manufacturing, and Testing of Feeding and Bending Mechanism“. In Advances in Applied Mechanical Engineering, 505–11. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-1201-8_56.

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Patil, Virendra, Pravin Kulkarni und Vivek Kulkarni. „Design and Development of Plane Bending Fatigue Testing Machine“. In Lecture Notes in Mechanical Engineering, 383–93. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-4779-9_25.

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Schmitt, Kai-Uwe, Frank I. Michel und Florian Staudigl. „Testing Damping Performance and Bending Stiffness of Snowboarding Wrist Protectors“. In Skiing Trauma and Safety: 19th Volume, 54–71. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2012. http://dx.doi.org/10.1520/stp104204.

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Deshen, Lin, Yang Qiaosheng und Li Hexi. „Computing and Testing for Mixed Mode Thresholds on Bending Specimens“. In Computational Mechanics ’86, 1243–48. Tokyo: Springer Japan, 1986. http://dx.doi.org/10.1007/978-4-431-68042-0_181.

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Misganew, Melak, und Nehemiah Peddinti. „Testing the Bending Strength of Solid Bamboo and Hollow Bamboo Particleboard“. In Lecture Notes of the Institute for Computer Sciences, Social Informatics and Telecommunications Engineering, 550–61. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-15357-1_44.

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Xu, Tao, Shan Tung Tu, Hong Jian Song und Jian Ming Gong. „Pure Bending Testing of Cr-Mo Alloy in Metal Dusting Condition“. In Key Engineering Materials, 341–44. Stafa: Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-456-1.341.

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Cutcliffe, Hattie C., und Louis E. DeFrate. „Four-Point Bending Testing for Mechanical Assessment of Mouse Bone Structural Properties“. In Methods in Molecular Biology, 199–215. New York, NY: Springer US, 2020. http://dx.doi.org/10.1007/978-1-0716-1028-2_12.

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Konferenzberichte zum Thema "Bending testing"

1

Wang, Hua, Ming-Yang Chen, Yuan-Feng Zhu, Xue-Feng Wang, Lu-Ming Li und Ji-Hai Yang. „Bending insensitive design of few mode optical fibers“. In Information Optoelectronics, Nanofabrication and Testing. Washington, D.C.: OSA, 2012. http://dx.doi.org/10.1364/iont.2012.if4a.18.

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Rist, Tobias, Matthias Gremmelspacher, Rainer Kübler und Manfred Krauss. „Bending Large Glass Plates with Local Heat and Flexible Mold“. In Optical Fabrication and Testing. Washington, D.C.: OSA, 2012. http://dx.doi.org/10.1364/oft.2012.ow1d.5.

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Burner, A., und S. Martinson. „Automated wing twist and bending measurements under aerodynamic load“. In Advanced Measurement and Ground Testing Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1996. http://dx.doi.org/10.2514/6.1996-2253.

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REEDER, JAMES, und JOHN CREWS, JR. „The mixed-mode bending method for delamination testing“. In 30th Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1989. http://dx.doi.org/10.2514/6.1989-1347.

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Melis, Cecil, Phillipe Jean und Pedro Vargas. „Out-of-Plane Bending Testing of Chain Links“. In ASME 2005 24th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2005. http://dx.doi.org/10.1115/omae2005-67353.

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Several mooring chains of an off-loading buoy failed after only 8 months of service. These chains were designed according to conventional fatigue assessment using API RP 2SK T-N curves to a fatigue life or 20 years with a factor of safety equal to 3 on life. Of particular interest is that the mooring chain failure underwent significant mooring chain motions that caused interlink rotations. Although traditionally neglected, these interlink rotations, when combined with significant chain tensions can cause bending stresses in the chain links. In this paper we identify a mechanism, here identified as Out-of-Plane Bending (OPB) that explains the extensive fatigue damage causing the mooring chains of the off-loading buoy to fail. A full scale test frame was constructed that has the capacity of applying inter-link rotation to a pre-tensioned chain. Although the test frame limits the number of links that can be tested together as a chain, a significant amount of testing was performed for the following chain sizes: 1. 81 mm Studded Grade R3S. 2. 107 mm Studdless Grade RQ3. 3. 124 mm Studless Grade R4. 4. 146 mm Studless Grade RQ4. Various pretension levels were used, with instrumentation to extract link angles and chain link stresses. In this paper the OPB mechanism is explained, and the test frame and results are presented. An empirical relationship is found to predict the OPB stresses in the chain links as a function of pretension and inter-link rotation. The OPB stress relationship obtained was applied to the failed mooring chain of the off-loading buoy with reasonable agreement. To comply with Single Buoy Moorings (SBM) requirements addressing publication of internal research, many of the graphs included in this paper have had the stress values removed from the y-axis. However, with SBM’s management approval, some numerical references to stress amplitudes remain in the text. Overall, this limitation does not detract from the study, trends are evident and relevant comparisons can be made.

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Wright, Daniel Nilsen, Astrid-Sofie B. Vardoy, Branson D. Belle, Maaike M. Visser Taklo, Olle Hagel, Li Xie, Magnus Danestig und Torbjorn Eriksson. „Bending machine for testing reliability of flexible electronics“. In 2017 IMAPS Nordic Conference on Microelectronics Packaging (NordPac). IEEE, 2017. http://dx.doi.org/10.1109/nordpac.2017.7993162.

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Hocheng, Hong, und Jeng-Nan Hung. „Various Fatigue Testing of Polysilicon Microcantilever Beam in Bending“. In 2007 Digest of papers Microprocesses and Nanotechnology. IEEE, 2007. http://dx.doi.org/10.1109/imnc.2007.4456251.

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Lewandowski, Janusz, und Dariusz Rozumek. „Testing of specimens with fillet welds under variable bending“. In FATIGUE FAILURE AND FRACTURE MECHANICS XXVI: Proceedings of the XXVI Polish National Conference on Fatigue Failure and Fracture Mechanics. Author(s), 2016. http://dx.doi.org/10.1063/1.4965935.

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Harman, Michael, Xuan Nguyen, Eric Sirois und Wei Sun. „Three-Point Bending Device for flexure testing of soft tissues“. In 2009 IEEE 35th Annual Northeast Bioengineering Conference. IEEE, 2009. http://dx.doi.org/10.1109/nebc.2009.4967817.

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Sharma, Ajay H., Riley Perez, Nicholas W. Bearns, TJ Rose und Francisco Lopez Jimenez. „Some Considerations Involving Testing Guidelines for Large Curvature Bending of High Strain Composites using the Column Bending Test“. In AIAA Scitech 2021 Forum. Reston, Virginia: American Institute of Aeronautics and Astronautics, 2021. http://dx.doi.org/10.2514/6.2021-0196.

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Berichte der Organisationen zum Thema "Bending testing"

1

Wang, Hong, und Jy-An Wang. Data Processing Package for Cyclic Integrated Reversible Bending Fatigue Testing. Office of Scientific and Technical Information (OSTI), August 2021. http://dx.doi.org/10.2172/1814278.

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2

Wang, Jy-An John, und Hong Wang. Progress Report on Reverse Bending Fatigue Testing of Zry-4 Surrogate Rod. Office of Scientific and Technical Information (OSTI), August 2013. http://dx.doi.org/10.2172/1091658.

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3

Wang, Jy-An John, Hong Wang, Thomas S. Cox, Charles A. Baldwin und Bruce Balkcom Bevard. Progress Letter Report on Bending Fatigue Test System Development for Spent Nuclear Fuel Vibration Integrity Study (Out-of-cell fatigue testing development - Task 2.4). Office of Scientific and Technical Information (OSTI), August 2013. http://dx.doi.org/10.2172/1091652.

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4

Howard, Richard H., Yong Yan, Jy-An John Wang, Larry J. Ott und Rob L. Howard. FY 2013 Summary Report: Post-Irradiation Examination of Zircaloy-4 Samples in Target Capsules and Initiation of Bending Fatigue Testing for Used Nuclear Fuel Vibration Integrity Investigations. Office of Scientific and Technical Information (OSTI), Oktober 2013. http://dx.doi.org/10.2172/1185372.

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