Libros sobre el tema "Joints loads"

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1

Al-Qazzaz, Khaled. Buckling failure in adhesive joints under bending loads. Ottawa: National Library of Canada, 2003.

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2

Roeder, C. W. Field measurements of dynamic wheel loads on modular expansion joints. [Olympia, Wash.]: Washington State Dept. of Transportation, 1995.

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3

Ramberger, Günter. Structural bearings and expansion joints for bridges. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2002. http://dx.doi.org/10.2749/sed006.

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<p>Bridge superstructures have to be designed to permit thermal and live load strains to occur without unintended restraints. Bridge bearings have to transfer forces from the superstructure to the substructure, allowing all movements in directions defined by the designer. The two functions -transfer the loads and allow movements only in the required directions for a long service time with little maintenance - are not so easy to fulfil. Differ­ent bearings for different purposes and requirements have been developed so, that the bridge designer can choose the most suitable bearing.</p> <p>By the movement of a bridge, gaps are necessary between superstructure and substructure. Expansion joints fill the gaps, allowing traffic loads tobe carried and allowing all expected displacements with low resistance. Ex­pansion joints should provide a smooth transition, avoid noise emission as far as possible and withstand all mechanical actions and chemical attacks (de-icing) for a long time. A simple exchange of all wearing parts and of the entire expansion joint should be possible.</p> <p>The present volume provides a comprehensive survey of arrangement, construction and installation of bearings and expansion joints for bridges including calculation of bearing reactions and movements, analysis and design, inspection and maintenance. A long list of references deals with the subjects but also with aspects in the vicinity of bearings and expansion joints.</p> <p>This book is aimed at both students and practising engineers, working in the field of bridge design, construction, analysis, inspection, maintenance and repair.</p>
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4

Naik, Rajiv A. Stress analysis method for clearance-fit joints with bearing-bypass loads. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1989.

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5

Alexandrov, Sergey. Upper bound limit load solutions for welded joints with cracks. Heidelberg: Springer, 2012.

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6

C, Jenkins Robert y United States. National Aeronautics and Space Administration., eds. Experimental analysis of thread movement in bolted connections due to vibrations: Research project NAS8-39131 : final report, August 1994. [Washington, DC: National Aeronautics and Space Administration, 1994.

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7

C, Jenkins Robert y United States. National Aeronautics and Space Administration., eds. Experimental analysis of thread movement in bolted connections due to vibrations: Research project NAS8-39131 : final report. [Washington, DC]: National Aeronautics and Space Administration, 1994.

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8

C, Jenkins Robert y United States. National Aeronautics and Space Administration., eds. Experimental analysis of thread movement in bolted connections due to vibrations: Final report. [Washington, D.C.]: National Aeronautics and Space Administration, 1995.

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9

D, Peterson L. y United States. National Aeronautics and Space Administration., eds. Identification of nonlinear micron-level mechanics for a precision deployable joint. [Washington, DC: National Aeronautics and Space Administration, 1994.

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10

Shaik, Jeelani y United States. National Aeronautics and Space Administration, eds. Mode I delamination growth in adhesively bonded joints under static and fatigue loads: Semi-annual report. Tuskegee, AL: School of Engineering and Architecture, Tuskegee University, 1986.

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11

S, Mall y Langley Research Center, eds. Mixed-mode cyclic debonding of adhesively bonded composite joints. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1985.

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12

S, Mall y Langley Research Center, eds. Mixed-mode cyclic debonding of adhesively bonded composite joints. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1985.

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13

S, Mall y Langley Research Center, eds. Mixed-mode cyclic debonding of adhesively bonded composite joints. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1985.

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14

S, Mall y Langley Research Center, eds. Mixed-mode cyclic debonding of adhesively bonded composite joints. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1985.

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15

Anderson, Keith W. URETEK stitch-in-time: I-5 Gravelly Lake to Puyallup River Bridge, milepost 124.19 to milepost 135.19. Olympia, Wash: Washington State Dept. of Transportation, 2007.

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16

Waters, William Allen. Failure mechanisms of laminates transversely loaded by bolt push-through. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1985.

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17

Vyce, John M. Performance of load-transfer devices. Albany, N.Y: Engineering Research and Development Bureau, New York State Dept. of Transportation, 1987.

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18

Verderaime, V. Plate and butt-weld stresses beyond elastic limit, material and structural modeling. Marshall Space Flight Center, Ala: George C. Marshall Space Flight Center, 1991.

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19

George C. Marshall Space Flight Center., ed. Plate and butt-weld stresses beyond elastic limit, material and structural modeling. Washington, D.C: National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Division, 1991.

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20

George C. Marshall Space Flight Center., ed. Plate and butt-weld stresses beyond elastic limit, material and structural modeling. Washington, D.C: National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Division, 1991.

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21

George C. Marshall Space Flight Center., ed. Plate and butt-weld stresses beyond elastic limit, material and structural modeling. Washington, D.C: National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Division, 1991.

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22

Wilkinson, Thomas Lee. Duration of load on bolted joints: A pilot study. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1988.

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23

Wilkinson, Thomas Lee. Duration of load on bolted joints: A pilot study. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1988.

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24

Wilkinson, Thomas Lee. Duration of load on bolted joints: A pilot study. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1988.

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25

Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Experimental verification. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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26

Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Theoretical development. [Madison, WI]: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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27

Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Theoretical development. [Madison, WI]: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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28

Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Theoretical development. [Madison, WI]: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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29

Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Theoretical development. [Madison, WI]: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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30

Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Experimental verification. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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31

Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Experimental verification. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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32

Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Theoretical development. [Madison, WI]: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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33

Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Experimental verification. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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34

Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Experimental verification. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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35

Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Theoretical development. [Madison, WI]: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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36

Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Experimental verification. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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37

Papini, Marcello. Fracture load prediction of structural adhesive joints. Ottawa: National Library of Canada, 1993.

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38

Doody, Michael E. Nondestructive testing of load-transfer devices. Albany, N.Y: Engineering Research and Development Bureau, New York State Dept. of Transportation, 1992.

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39

United States. Dept. of the Treasury., ed. Curbing predatory home mortgage lending: A joint report. [Washington, D.C.]: U.S. Dept. of Housing and Urban Development, 2000.

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40

Alexandrov, Sergey. Upper Bound Limit Load Solutions for Welded Joints with Cracks. Berlin, Heidelberg: Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-29234-7.

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41

Razmjoo, G. R. Fatigue of load-carrying fillet welded joints under multiaxial loading. Cambridge: TWI, 1996.

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42

Donald, Murphy R. y Steel Joist Institute, eds. 60-year steel joist manual: A compilation of specifications and load tables, 1928-1988. Myrtle Beach, S.C: Steel Joist Institute, 1992.

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43

Stanton, J. F. Load distribution and connection design for precast stemmed multibeam bridge superstructures. Washington, D.C: Transportation Research Board, National Research Council, 1986.

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44

Skorupa, Małgorzata. Load transmission and secondary bending in lap joints of aircraft fuselage. Warsaw: Institute of Aviation Scientific Publications, 2010.

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45

Redlinger, Mark J. Behavior of metal-plate-connected wood truss joints under wind and impact loads. 1998.

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46

Redlinger, Mark J. Behavior of metal-plate-connected wood truss joints under wind and impact loads. 1998.

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47

Orlan Alton Ditch William Earl Soli. Study of the Effects of Rapidly Applied Loads and Repeated Loads on Countersunk Riveted Joints. Creative Media Partners, LLC, 2021.

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48

Angelakos, Bill. The behavior of reinforced concrete knee joints under earthquake loads. 1999.

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49

National Aeronautics and Space Administration (NASA) Staff. Stress Analysis Method for Clearance-Fit Joints with Bearing-Bypass Loads. Independently Published, 2018.

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50

Alexandrov, Sergey. Upper Bound Limit Load Solutions for Welded Joints with Cracks. Springer, 2012.

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