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1

Fan, Chun Keung Roger. Buckling in continuous composite beams. [s.l.]: typescript, 1990.

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2

Molenstra, Nadia Julia. Ultimate strength of composite beams. [s.l.]: typescript, 1990.

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3

United States. National Aeronautics and Space Administration., ed. Flutter analysis of composite box beams. [Washington, D.C.]: National Aeronautics and Space Administration, 1995.

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4

Kissane, Robert J. Lateral restraint of non-composite beams. Albany, NY: New York State Dept. of Transportation, Engineering Research and Development Bureau, 1985.

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5

Darwin, David. Steel and composite beams with web openings: Design of steel and composite beams with web openings. Chicago, Ill: American Institute of Steel Construction, 1990.

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6

Banks, H. Thomas. On damping mechanisms in beams. Hampton, Va: ICASE, 1989.

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7

Center, Lewis Research, ed. Free vibrations of delaminated beams. Cleveland, Ohio: National Aeronautics and Space Administration, Lewis Research Center, 1992.

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8

Ghorashi, Mehrdaad. Statics and Rotational Dynamics of Composite Beams. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-14959-2.

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9

Librescu, Liviu. Thin-walled composite beams: Theory and application. Dordrecht: Springer, 2006.

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10

W, Hyer M., and United States. National Aeronautics and Space Administration. Scientific and Technical Information Branch., eds. Large deformation dynamic bending of composite beams. [Washington, D.C.]: National Aeronautics and Space Administration, Scientific and Technical Information Branch, 1986.

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11

N, Murthy P. L., and United States. National Aeronautics and Space Administration., eds. Design procedures for fiber composite box beams. [Washington, D.C.]: National Aeronautics and Space Administration, 1988.

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12

Hughes, G. Longitudinal shear in composite concrete bridge beams. Crowthorne: Transport and Road Research Laboratory, 1986.

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13

Shiming, Chen. Instability of composite beams in hogging bending. [s.l.]: typescript, 1992.

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14

Hughes, G. Longitudinal shear in composite concrete bridge beams. Crowthorne: Transport and Road Research Laboratory, 1987.

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15

Ohseop, Song, ed. Thin-walled composite beams: Theory and application. Dordrecht, The Netherlands: Springer, 2006.

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16

Farley, Gary L. Energy-absorption capability of composite tube and beams. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1989.

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17

Farley, Gary L. Energy-absorption capability of composite tube and beams. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1989.

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18

M, Jones Robert, United States. Army Aviation Research and Technology Activity., and Langley Research Center, eds. Energy-absorption capability of composite tube and beams. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1989.

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19

D, Roberts Gary, Papadopoulos Demetrios S, and United States. National Aeronautics and Space Administration., eds. The effect of contact stresses in four-point bend testing of graphite/epoxy and graphite/PMR-15 composite beams. [Washington, DC: National Aeronautics and Space Administration, 1992.

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20

D, Roberts Gary, Papadopoulos Demetrios S, and United States. National Aeronautics and Space Administration., eds. The effect of contact stresses in four-point bend testing of graphite/epoxy and graphite/PMR-15 composite beams. [Washington, DC: National Aeronautics and Space Administration, 1992.

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21

Rosado, Pablo Rodríguez. Design of multiple-ply laminated composite tapered beams. [Marshall Space Flight Center, Ala.]: National Aeronautics and Space Administration, George C. Marshall Space Flight Center, 1993.

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22

Rosado, Pablo Rodríguez. Design of multiple-ply laminated composite tapered beams. [Marshall Space Flight Center, Ala.]: National Aeronautics and Space Administration, George C. Marshall Space Flight Center, 1993.

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23

George C. Marshall Space Flight Center., ed. Design of multiple-ply laminated composite tapered beams. [Marshall Space Flight Center, Ala.]: National Aeronautics and Space Administration, George C. Marshall Space Flight Center, 1993.

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24

Rodriguez, P. Design of multiple-ply laminated composite tapered beams. [Marshall Space Flight Center, Ala.]: National Aeronautics and Space Administration, George C. Marshall Space Flight Center, 1993.

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25

Lawson, R. M. Design for openings in the webs of composite beams. London: Construction Industry Research & Information Association, 1987.

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26

B, Manbeck H., and Forest Products Laboratory (U.S.), eds. Performance of Red Maple glulam timber beams. Madison, WI. (One Gifford Pinchot Dr., Madison, 53705-2398): U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1993.

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27

Farley, Gary L. A method of predicting the energy-absorption capability of composite subfloor beams. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1987.

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28

Thompson, P. Buckling of composite beams (CDDF final report - project no. 91-20). Huntsville, Ala: George C. Marshall Space Flight Center, 1994.

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29

Huang, Dong-jie. Composite beams: Reliability and longitudinal shear resistance with profiled sheeting. [s.l.]: typescript, 1994.

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30

Hodges, Dewey H. Modeling of composite beams and plates for static and dynamic analysis. Atlanta, Ga: School of Aerospace Engineering, Georgia Institute of Technology, 1990.

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31

Center, Langley Research, ed. A higher-order bending theory for laminated composite and sandwich beams. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1997.

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32

Center, Langley Research, ed. A higher-order bending theory for laminated composite and sandwich beams. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1997.

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33

United States. National Aeronautics and Space Administration., ed. Modeling of composite beams and plates for static and dynamic analysis. [Washington, DC: National Aeronautics and Space Administration, 1993.

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34

Zafer, Gürdal, and United States. National Aeronautics and Space Administration., eds. Compression of thick laminated composite beams with intitial impact-like damage. Blacksburg, Va: College of Engineering, Virginia Polytechnic Institute and State University, 1992.

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35

Thompson, P. Buckling of composite beams: CDDF final report : project no. 91-20. MSFC, Ala: National Aeronautics and Space Administration, Marshall Space Flight Center, 1994.

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36

I, Kachlakev Damian, and Oregon. Dept. of Transportation. Research Group., eds. Behavior of FRP composite-strengthened beams under static and cyclic loading. Salem, OR: Oregon Dept. of Transportation, Research Group, 2001.

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37

George C. Marshall Space Flight Center., ed. Buckling of composite beams: CDDF final report : project no. 91-20. MSFC, Ala: National Aeronautics and Space Administration, Marshall Space Flight Center, 1994.

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38

Sensmeier, Mark D. Static and dynamic large deflection flexural response of graphite-epoxy beams. Washington, D.C: National Aeronautics and Space Administration, Scientific and Technical Information Division, 1988.

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39

Brady, Pamalee A. Shear strengthening of reinforced concrete beams using fiber-reinforced polymer wraps. Champaign, IL: U.S. Army Corps of Engineers, Construction Engineering Research Laboratories, 1998.

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40

Institute, Structural Engineering, and American Society of Civil Engineers., eds. Specification for structural steel beams with web openings. Reston, Va: American Society of Civil Engineers, 1999.

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41

Saravanos, D. A. Coupled electromechanical response of composite beams with embedded piezoelectric sensors and acuators. [Washington, DC]: National Aeronautics and Space Administration, 1994.

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42

A, Saravanos D., and United States. National Aeronautics and Space Administration., eds. A coupled layerwise analysis of the thermopiezoelectric response of smart composite beams. [Washington, DC]: National Aeronautics and Space Administration, 1995.

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43

Lee, H. J. A coupled layerwise analysis of the thermopiezoelectric response of smart composite beams. [Washington, DC]: National Aeronautics and Space Administration, 1995.

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44

Thomas, David Andrew Bernard. The behaviour of composite beams with profiled steel sheeting and shot-fired shear connectors. Salford: University of Salford, 1989.

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45

Yam, W. K. The performance of composite beams with profiled steel sheet and shot-fired shear connectors. Salford: University of Salford, 1985.

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46

Sen, Chang, and United States. National Aeronautics and Space Administration., eds. Development of a composite tailoring procedure for airplane wing progress report. [Washington, DC: National Aeronautics and Space Administration, 1995.

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47

Miller, Nathan J. Use of salvaged utility poles in roadway bridges: Time-dependent behavior of composite wood-concrete beams. Fargo, N.D.]: Mountain-Plains Consortium, 2009.

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48

Ragon, Scott A. Optimization of composite box-beam structures including effects of subcomponent interaction. Blacksburg, VA: College of Engineering, Virginia Polytechnic Institute and State University, 1995.

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49

Incorporated, Nascor, and Innovative Housing Grants Program (Alta.), eds. Nascor wood I floor joists. [Edmonton, Alta.]: Alberta Municipal Affairs, Innovative Housing Grants Program, 1991.

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50

Hayden, Griffin O., Johnson Eric R, and United States. National Aeronautics and Space Administration., eds. Static and dynamic large deflection flexural response of graphite-epoxy beams. Blacksburg, Va: Virginia Tech Center for Composite Materials and Structures, Virginia Polytechnic Institute and State University, 1987.

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