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1

W, Fisher John. Fatigue cracking of steel bridge structures. McLean, Va: U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, 1990.

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2

Norman, Bailey, ed. Welding steels without hydrogen cracking. 2nd ed. Abington, Cambridge: Abington Publishing, 1993.

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3

Lyle, Fred F. Stress-corrosion cracking susceptibility of weldments in duplex stainless steels. St. Louis, Missouri: Materials Technology Institute of the Chemical Process Industries, 1989.

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4

McNutt, Steven A. Stress relief cracking in copper-precipitation strengthened HSLA-100 steel. Monterey, Calif: Naval Postgraduate School, 1988.

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5

Hitch, Daniel C. A. Stress-corrosion cracking of duplex stainless steel in evaporating seawater. Manchester: UMIST, 1997.

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6

Vaidya, W. V. An experimental assessment of hysteresis in near-threshold fatigue crack propagation regime of a low alloy ferritic steel under closure-free testing conditions. Geesthacht: GKSS-Forschungszentrum Geesthacht GmbH, 1991.

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7

Fanous, Fouad. Impact of deck cracking on durability. Ames, Iowa: Center for Transportation Research and Education, Iowa State University, 2000.

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8

Irwin, G. R. Cleavage behaviors in nuclear vessel steels. Washington, DC: U.S. Nuclear Regulatory Commission, 1994.

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9

Toivonen, Aki. Stress corrosion crack growth rate measurement in high temperature water using small precracked bend specimens. Espoo [Finland]: VTT Technical Research Centre of Finland, 2004.

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10

Joyce, J. A. Comparison of J[subscript I][subscript c] and J-R curves for short crack and tensilely loaded specimen geometries of a high strength structural steel. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1992.

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11

Jones, I. A. Procedures for reducing solidification cracking in CO2 laser welds in structural steel. Cambridge: TWI, 1999.

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12

Handbook of crack opening data: A compendium of equations, graphs, computer software, and references for opening profiles of cracks in loaded components and structures. Cambridge, England: Abington Pub., 1992.

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13

Uppal, A. Shakoor. Acoustic emission monitoring of fatigue cracks on the fast steel bridge. Pueblo, Colorado: Transportation Technology Center, Inc, a subsidiary of the Association of American Railroads, 2005.

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14

Rees, G. I. The development of a solidification cracking test for carbon-manganese steel laser welds. Cambridge: TWI, 1996.

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15

Ogwen-Jones, S. The effects of inhibitors on the environmental cracking of a drill collar steel. Manchester: UMIST, 1994.

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16

Manning, Ryan Daniel. Analysis of underbead cracking in underwater wet weldments on A516 grade 70 steel. Monterey, Calif: Naval Postgraduate School, 1998.

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17

Bennett, Caroline, Jian Li, and Adolfo Matamoros. Mitigation of Weldment Cracking in Steel Highway Structures Due to the Galvanizing Process. Washington, D.C.: Transportation Research Board, 2021. http://dx.doi.org/10.17226/26223.

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18

Bowman, Mark Douglas. Fatigue evaluation of steel bridges. Washington, D.C: Transportation Research Board, 2012.

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19

Rudland, D. L. Fracture toughness evaluations of TP304 stainless steel pipes: Technical report, January 1994 - November 1996. Washington, DC: U.S. Nuclear Regulatory Commission, 1997.

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20

Birchall, K. L. The stress corrosion cracking of a low alloy steel in lithiated boric acid solutions. Manchester: UMIST, 1989.

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21

Steel-concrete structures for multistorey buildings. Amsterdam: Elsevier, 1991.

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22

Sriskandarajah, T. Sulphide stress corrosion cracking of oil and gas well equipment: Report. London: H.M.S.O., 1987.

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23

Jean France K. M. Chung Fook Mun. The cracking behaviour of concrete and profiled steel sheet composite slabs in negative moment regions. Salford: University of Salford, 1985.

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24

Moore, Thomas J. External stress-corrosion cracking of a 1.22-m-diameter Type 316 stainless steel air valve. Cleveland, Ohio: Lewis Research Center, 1993.

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25

Fracture and fatigue of welded joints and structures. Cambridge, UK: Woodhead Publishing, 2011.

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26

Wiesner, C. S. The " local approach" to cleavage fracture: Concepts and applications. Cambridge, England: Abington Pub., 1996.

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27

Beavers, J. A. Stress-corrosion-cracking studies on candidate container alloys for the tuff repository. Washington, DC: Division of Regulatory Applications, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1992.

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28

Beavers, J. A. Stress-corrosion-cracking studies on candidate container alloys for the tuff repository. Washington, DC: Division of Regulatory Applications, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1992.

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29

Elbro, A. C. The effect of load fluctuation on sulphide stress corrosion cracking in C-Mn steel weld metal. Cambridge: TWI, 1996.

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30

Abraham, T. Stress corrosion cracking tests on high-level-waste container materials in simulated tuff repository environments. Washington, D.C: Division of Waste Management, Office of Nuclear Material Safety and Safeguards, U.S. Nuclear Regulatory Commission, 1986.

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31

National Association of Corrosion Engineers. Methods and controls to prevent in-service environment cracking of carbon steel weldmentsin corrosive petroleum refining environments. Houston: NACE, 1995.

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32

Theiss, T. J. Recommendations for the shallow-crack fracture toughness testing task within the HSST program. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1990.

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33

National Association of Corrosion Engineers. Evaluation of pipeline steels for resistance to stepwise cracking. Houston: NACE, 1987.

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34

Mat, S. Pitting and stress corrosion cracking of stainless steels in sour environments. Manchester: UMIST, 1996.

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35

Steel Corrosion-Induced Concrete Cracking. Elsevier Science & Technology Books, 2016.

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36

Steel Corrosion-Induced Concrete Cracking. Elsevier, 2016. http://dx.doi.org/10.1016/c2015-0-04038-2.

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37

Gladman, T., N. G. Needham, and K. Green. Elevated Temperature Cracking of High Temperature Steels (Technical Steel Research). European Communities / Union (EUR-OP/OOPEC/OPOCE), 1987.

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38

Stress Corrosion Cracking of Pipelines. Wiley, 2013.

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39

Cheng, Y. Frank. Stress Corrosion Cracking of Pipelines. Wiley & Sons, Incorporated, John, 2013.

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40

Cheng, Y. Frank. Stress Corrosion Cracking of Pipelines. Wiley & Sons, Incorporated, John, 2013.

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41

Cheng, Y. Frank. Stress Corrosion Cracking of Pipelines. Wiley & Sons, Incorporated, John, 2013.

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42

Distortion-induced fatigue cracking in steel bridges. Washington, D.C: Transportation Research Board, National Research Council, 1991.

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43

Kane, Russell D. Wet H2s Cracking of Carbon Steels & Weldments. Natl Assn of Corrosion, 1996.

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44

F, Dewsnap R., and Great Britain. Dept. of Energy., eds. A Review of information on hydrogen induced cracking and sulphide stress corrosion cracking in linepipe steels: Report. London: H.M.S.O., 1987.

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45

Corrosion fatigue crack initiation in duplex stainless steel paper making components. Gaithersburg, MD: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 1999.

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46

National Institute of Standards and Technology (U.S.), ed. Corrosion fatigue crack initiation in duplex stainless steel paper making components. Gaithersburg, MD: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 1999.

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47

National Institute of Standards and Technology (U.S.), ed. Corrosion fatigue crack initiation in duplex stainless steel paper making components. Gaithersburg, MD: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 1999.

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48

W, Roeder C., ed. Fatigue cracking of riveted steel tied arch and truss bridges. [Olympia]: Washington State Dept. of Transportation, 1998.

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49

T, Read D., and National Institute of Standards and Technology (U.S.), eds. Fracture behavior of a pressure vessel steel in the ductile-to-brittle transition region. [Washington, D.C.]: U.S. Dept. of Commerce, National Institute of Standards and Technology, 1989.

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50

T, Read D., and National Institute of Standards and Technology (U.S.), eds. Fracture behavior of a pressure vessel steel in the ductile-to-brittle transition region. Boulder, Colo: U.S. Dept. of Commerce, National Institute of Standards and Technology, 1989.

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