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1

Compliant mechanisms: Design of flexure hinges. Boca Raton: CRC Press, 2003.

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2

Flexures: Elements of elastic mechanisms. Amsterdam: Gordon & Breach, 2000.

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3

Chen, Jay-san. Standardisation of flexure testing of engineering ceramics. [s.l.]: typescript, 2000.

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4

Wang, C. M. Shooting-optimization technique for large deflection analysis of structural members. St. Lucia: University of Queensland, Dept. of Civil Engineering, 1990.

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5

Flexible and rigid. Oxford: Heinemann Library, 2008.

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6

G, Nawy Edward, ed. Recent developments in deflection evaluation of concrete. Farmington Hills, Mich. (P.O. Box 9094, Farmington Hills 48333): American Concrete Institute, 1996.

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7

Wang, C. M. Shooting-optimization technique for large deflection analysis of structural members. St Lucia, Q., Australia: Department of Civil Engineering, The University of Queensland, 1990.

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8

Deflection of beams for all spans and cross sections. New York: McGraw-Hill, 1985.

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9

Hendricks, Robert C. Brush seal bristle flexure and hard-rub characteristics. [Washington, DC]: National Aeronautics and Space Administration, 1992.

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10

Alca, Nedim. Effect of size on flexural behaviour of high-strength concrete beams. Edmonton, Alta: Dept. of Civil Engineering, University of Alberta, 1993.

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11

Schneider, Burghard. Prozesskettenorientierte Bereitstellung nicht formstabiler Bauteile. München: Utz, 1999.

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12

Morrell, Roger. Flexural strength testing of ceramics and hardmetals. Teddington: NPL, 1997.

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13

Lucas, Jeremy L. Final report: Structural load testing and flexure analysis of the Route 701 Bridge in Louisa County, Virginia. Charlottesville, Va: Virginia Transportation Research Council, 2004.

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14

Ibrahim, Hisham H. H. Flexural behavior of high strength concrete columns. Edmonton, Alta: Dept. of Civil Engineering, University of Alberta, 1994.

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15

Crews, John H. Measurement of multiaxial ply strength by an off-axis flexure test. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1992.

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16

Crews, John H. Measurement of multiaxial ply strength by an off-axis flexure test. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1992.

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17

V, Sankar Bhavani, and Langley Research Center, eds. Indentation-flexure and low-velocity impact damage in graphite/epoxy laminates. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1992.

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18

Kevin, O'Brien T., and Langley Research Center, eds. Transverse tension fatigue life characterization through flexure testing of composite materials. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 2001.

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19

V, Sankar Bhavani, and Langley Research Center, eds. Indentation-flexure and low-velocity impact damage in graphite/epoxy laminates. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1992.

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20

Center, Ames Research, ed. Design of a flexure mount for optics in dynamic and cryogenic environments. Moffett Field, Calif: National Aeronautics and Space Administration, Ames Research Center, 1989.

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21

Center, Ames Research, ed. Design of a flexure mount for optics in dynamic and cryogenic environments. Moffett Field, Calif: National Aeronautics and Space Administration, Ames Research Center, 1989.

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22

Flexible and rigid. 2nd ed. Chicago, Ill: Heinemann Library, 2008.

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23

V, Zaretsky Erwin, and United States. National Aeronautics and Space Administration., eds. Comparison of Weibull strength parameters from flexure and spin tests of brittle materials. [Washington, DC]: National Aeronautics and Space Administration, 1991.

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24

Schilling, Robert. Finite-Elemente-Analyse des Biegeumformens von Blechen. Berlin: Springer, 1992.

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25

American Society of Civil Engineers. Working Group on Stiffness of Concrete Shear Wall Structures., ed. Stiffness of low rise reinforced concrete shear walls. New York: The Society, 1994.

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26

1943-, Baker Michael A., ed. FLEX review: Preparation for the Federation licensing examination : 810 multiple-choice questions with referenced explanatory answers plus patient management problems. 3rd ed. New York, N.Y: Medical Examination Pub. Co., 1987.

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27

Lu, Yue Qing. The flexural behaviour of concrete-filled hollow structural sections. Edmonton, Alta., Canada: Dept. of Civil Engineering, University of Alberta, 1992.

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28

C, Chamis C., and Lewis Research Center, eds. Interlaminar fracture toughness: Three-dimensional finite-element modeling for end-notch and mixed-mode flexure. [Cleveland, Ohio: National Aeronautics and Space Administration, Lewis Research Center, 1985.

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29

H, Aliabadi M., ed. Plate bending analysis with boundary elements. Southampton, UK: Computational Mechanics Publications, 1998.

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30

S, Raju I., O'Brien T. Kevin, and Langley Research Center, eds. Strain-energy-release rate analysis of the end-notched flexure specimen using the finite-element method. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1987.

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31

H, Rizkalla S., National Cooperative Highway Research Program., American Association of State Highway and Transportation Officials., United States. Federal Highway Administration., and National Research Council (U.S.). Transportation Research Board., eds. Application of the LRFD bridge design specifications to high-strength structural concrete: Flexure and compression provisions. Washington, D.C: Transportation Research Board, 2007.

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32

S, Raju I., O'Brien T. Kevin, and Langley Research Center, eds. Strain-energy-release rate analysis of the end-notched flexure specimen using the finite-element method. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1987.

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33

S, Raju I., O'Brien T. Kevin, and Langley Research Center, eds. Strain-energy-release rate analysis of the end-notched flexure specimen using the finite-element method. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1987.

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34

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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35

Yang, Jiaming. Fu he cai liao ban de fei xian xing wan qu. Bei jing: Guo fang gong ye chu ban she, 2006.

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36

Esser, Robert. The flexure trend in the Gulf of Mexico: A panacea for future U.S. oil and gas production? Cambridge, Mass: Cambridge Energy Research Associates, 1994.

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37

A mathematical analysis of bending of plates with transverse shear deformation. Harlow, Essex, England: Longman Scientific & Technical, 1990.

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38

Kontakiotis, Ioannis T. The effect of volume fraction, specific surface and age on the first crack load and size of ferrocement in flexure. Manchester: UMIST, 1997.

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39

Vares, Sirje. Fibre-reinforced high-strength concrete. Espoo, Finland: Technical Research Centre of Finland, 1993.

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40

Heinen. Flexure Design (Epfl Press). CRC, 2007.

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41

Cousins, Robert H. The Mechanical Errors In The Common Theory Of Flexures. Kessinger Publishing, LLC, 2007.

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42

Henein, Simon, Lennart Rubbert, Florent Cosandier, and Murielle Richard. Art of Flexure Mechanism Design. Taylor & Francis Group, 2017.

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43

Isostasy & Flexure of the Lithosphere. Cambridge University Press, 2001.

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44

Henein, Simon, Lennart Rubbert, Florent Cosandier, and Murielle Richard. Art of Flexure Mechanism Design. Taylor & Francis Group, 2017.

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45

Lobontiu, Nicolae. Compliant Mechanisms: Design of Flexure Hinges. Taylor & Francis Group, 2002.

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46

Lobontiu, Nicolae. Compliant Mechanisms: Design of Flexure Hinges. Taylor & Francis Group, 2020.

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47

Lobontiu, Nicolae. Compliant Mechanisms: Design of Flexure Hinges. Taylor & Francis Group, 2002.

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48

Lobontiu, Nicolae. Compliant Mechanisms: Design of Flexure Hinges. Taylor & Francis Group, 2002.

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49

Isostasy and Flexure of the Lithosphere. Cambridge University Press, 2001.

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50

Compliant Mechanisms: Design of Flexure Hinges. Taylor & Francis Group, 2020.

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