Evaluation and Repair of Wrought Iron and - Purdue e-Pubs ...
Evaluation and Repair of Wrought Iron and - Purdue e-Pubs ... Evaluation and Repair of Wrought Iron and - Purdue e-Pubs ...
146LIST OF REFERENCESAASHTO (1998). Standard Specifications for Highway Bridges (LRFD), 2-nd ed.,American Association of State Highway and Transportation Officials, WashingtonD.C.AASHTO (1994). Manual for Condition Evaluation of Bridges, 2-nd ed., AmericanAssociation of State Highway and Transportation Officials, Washington D.C.Aitchison, Leslie, (1960). A History of Metals, 2 vols. London, Macdonald & Evans Ltd.ASM (1967). Ductility, American Society for Metals, Metals Park OH.ASTM (1916). A.S.T.M. Standards, American Society for Testing Materials,Pennsylvania, PA.ASTM A 370 (1997). Standard Test Methods and Definitions for Mechanical Testing ofSteel Products, American Society of Testing Materials, West Conshohocken PA.ASTM E23 (2001). Standard Test Methods for Notched Bar Impact Testing of MetallicMaterials, American Society of Testing Materials, West Conshohocken PA.Aston, James (1941), Wrought Iron, Its Manufacture, Characteristics, and Applications;Pittsburgh, PA, A.M. Byers Company.Baker, B. (1870). On the Strengths of Beams, Columns, and Arches;, E. & F.N. Spon,London.Barlow, Peter (1845). A Treatise on the Strength of Timber, Cast Iron, Malleable Ironand Other Materials;, J. Weale, London.Beardslee, Commander L.A., U.S.N., (1879), “Experiments on the Strength of Wrought-Iron and of Chain Cables,” Report of the Committees of the United States BoardAppointed to Test Iron, Steel and Other Metals, on Chain Cables, Malleable Iron, andWrought Iron, Government Printing Office, Washington D.C.Boyer, Howard E. (1987). Hardness Testing, ASM International, Metals Park, OH.
147Bruhwiler, E., Smith, F.C., Hirt, M.A., (1990). “Fatigue and Fracture of Riveted BridgeMembers,” Journal of Structural Engineering, ASCE, Vol.: 116 Issue: 1, pp. 198-214.Cullimore, M.S.G. (1967). “Fatigue Strength of Wrought Iron after Weathering InService,” The Structural Engineer, Vol. 45, No. 5, pp. 193-199.Cywinski, Z. (1985). “Simplified Evaluation of Wrought Iron Bridges,” Stahlbau, Vol. 4,pp. 103-106.Dennis, W.H. (1964). A Hundred Years of Metallurgy, Aldine Publishing Company,Chicago, IL.Elban, Wayne, L., Borst, Mark A., Roubachewsky, Natalie M., Kemp, Emory L., Tice,Patrica C. (1998). “Metallurgical Assessment of Historic Wrought Iron: U.S. CustomHouse, Wheeling, West Virginia,” Association for Preservation Technology, Vol. 29.pp.27-34.Elleby, Hotten A., Sanders, Wallace W. Jr., Klaider, F. Wayne, Reeves, M. Douglas,(1976). “Service Load and Fatigue Tests on Truss Bridges,” Journal of StructuralEngineering, ASCE, Vol.: 102 No.St.:12, pp. 2285-2300.Fairbairn, William (1869). Iron, its History, Properties and Processes of Manufacture,Adam and Charles Black, Edinburgh.Fairbairn, William (1870). On the Application of Cast and Wrought Iron to BuildingPurposes, Longmans, Green, London.Fu, Chung C., Harwood, Ken (2000). “Practice of Restoring Damaged Historical TrussBridge,” Practice Periodical on Structural Design and Construction, ASCE, Vol. 5,No. 3. pp. 122-125.Green, Perry S., Connor, Robert J., Higgins, Christopher (1999). “Rehabilitation of aNineteenth Century Cast and Wrought Iron Bridge,” 1999 New Orleans StructuresCongress , ASCE, pp. 259-262.Griggs, Francis E. Jr., (1998). “1864 Moseley Wrought-Iron Arch Bridge: ItsRehabilitation,” Practice Periodical on Structural Design and Construction, Vol.: 2Issue: 2, pp. 61-72.Griggs, Francis E. Jr., (2002). “Squire Whipple – Father of Iron Bridges,” Journal ofBridge Engineering, May/June, pp. 146-155.Fisher, Douglas, The Epic of Steel, New York, Harper & Row, Publishers, 1963.
- Page 116 and 117: 96Table 4.3 Tensile Coupon Test Res
- Page 118 and 119: 98Table 4.5 Charpy Impact Test Resu
- Page 120 and 121: 100Table 4.7 Comparison of Strain G
- Page 122 and 123: 102Figure 4.1 Typical Micrograph of
- Page 124 and 125: 104Figure 4.5 Fracture Surface of D
- Page 126 and 127: 106Comparison of Tensile Strengthfo
- Page 128 and 129: 108Combined Wrought Iron Bar Histor
- Page 130 and 131: 110Figure 4.17 Macrograph of Weld u
- Page 132 and 133: 112Figure 4.21 Cleavage Fracture of
- Page 134 and 135: Figure 4.25 Elongation of Hole in E
- Page 136 and 137: 116signs on or near the bridge that
- Page 138 and 139: 118testing of historic wrought iron
- Page 140 and 141: 120so that they would act in symmet
- Page 142 and 143: 122The reasons for the differences
- Page 144 and 145: 124The second corrosion pattern mod
- Page 146 and 147: 126Keating (1984) stated that the s
- Page 148 and 149: 128charcoal fire until it is red ho
- Page 150 and 151: 130Figure 5.3 Picture of Bottom Cho
- Page 152 and 153: 132Figure 5.7 Using Force After Usi
- Page 154 and 155: 134Figure 5.11 Reassembling a Pin C
- Page 156 and 157: 1366. SUMMARY, CONCLUSIONS AND IMPL
- Page 158 and 159: 138rectangular in shape. These eyeb
- Page 160 and 161: 140were joined together with a full
- Page 162 and 163: 1424. The Charpy impact energy of t
- Page 164 and 165: 144connections are unsymmetrical, i
- Page 168 and 169: 148Hodgkinson, Eaton (1840). Experi
- Page 170 and 171: 150Appendix A. Data Collected From
- Page 172 and 173: 152Table A.1 Wrought Iron Bar Tensi
- Page 174 and 175: 154Table A.1 (continued) Wrought Ir
- Page 176 and 177: 156Table A.2 (continued) Wrought Ir
- Page 178 and 179: 158Table A.3 Wrought Iron Angle Ten
- Page 180 and 181: 160Table A.4 (continued) Summary of
- Page 182 and 183: 162Table A.4 (continued) Summary of
- Page 184 and 185: 164Table A.5 (continued) Detailed I
- Page 186 and 187: 166Table A.5 (continued) Detailed I
- Page 188 and 189: 168Table A.5 (continued) Detailed I
- Page 190 and 191: 170Table A.5 (continued) Detailed I
- Page 192 and 193: 172Table A.5 (continued) Detailed I
- Page 194 and 195: 174Table A.5 (continued) Detailed I
- Page 196 and 197: 176Table A.5 (continued) Detailed I
- Page 198 and 199: 178Table A.5 (continued) Detailed I
- Page 200 and 201: 180Table A.5 (continued) Detailed I
- Page 202 and 203: 182Table A.5 (continued) Detailed I
- Page 204 and 205: 184Table A.7 Tensile Strength Data
- Page 206 and 207: 186Table B.1 Example Historic Wroug
- Page 208 and 209: 188DepartmentofTransportationIf you
- Page 210 and 211: 190CountyIf your organizationdoes m
- Page 212 and 213: 192County 16: County bridge inspect
- Page 214 and 215: 194State 13: Included in original d
147Bruhwiler, E., Smith, F.C., Hirt, M.A., (1990). “Fatigue <strong>and</strong> Fracture <strong>of</strong> Riveted BridgeMembers,” Journal <strong>of</strong> Structural Engineering, ASCE, Vol.: 116 Issue: 1, pp. 198-214.Cullimore, M.S.G. (1967). “Fatigue Strength <strong>of</strong> <strong>Wrought</strong> <strong>Iron</strong> after Weathering InService,” The Structural Engineer, Vol. 45, No. 5, pp. 193-199.Cywinski, Z. (1985). “Simplified <strong>Evaluation</strong> <strong>of</strong> <strong>Wrought</strong> <strong>Iron</strong> Bridges,” Stahlbau, Vol. 4,pp. 103-106.Dennis, W.H. (1964). A Hundred Years <strong>of</strong> Metallurgy, Aldine Publishing Company,Chicago, IL.Elban, Wayne, L., Borst, Mark A., Roubachewsky, Natalie M., Kemp, Emory L., Tice,Patrica C. (1998). “Metallurgical Assessment <strong>of</strong> Historic <strong>Wrought</strong> <strong>Iron</strong>: U.S. CustomHouse, Wheeling, West Virginia,” Association for Preservation Technology, Vol. 29.pp.27-34.Elleby, Hotten A., S<strong>and</strong>ers, Wallace W. Jr., Klaider, F. Wayne, Reeves, M. Douglas,(1976). “Service Load <strong>and</strong> Fatigue Tests on Truss Bridges,” Journal <strong>of</strong> StructuralEngineering, ASCE, Vol.: 102 No.St.:12, pp. 2285-2300.Fairbairn, William (1869). <strong>Iron</strong>, its History, Properties <strong>and</strong> Processes <strong>of</strong> Manufacture,Adam <strong>and</strong> Charles Black, Edinburgh.Fairbairn, William (1870). On the Application <strong>of</strong> Cast <strong>and</strong> <strong>Wrought</strong> <strong>Iron</strong> to BuildingPurposes, Longmans, Green, London.Fu, Chung C., Harwood, Ken (2000). “Practice <strong>of</strong> Restoring Damaged Historical TrussBridge,” Practice Periodical on Structural Design <strong>and</strong> Construction, ASCE, Vol. 5,No. 3. pp. 122-125.Green, Perry S., Connor, Robert J., Higgins, Christopher (1999). “Rehabilitation <strong>of</strong> aNineteenth Century Cast <strong>and</strong> <strong>Wrought</strong> <strong>Iron</strong> Bridge,” 1999 New Orleans StructuresCongress , ASCE, pp. 259-262.Griggs, Francis E. Jr., (1998). “1864 Moseley <strong>Wrought</strong>-<strong>Iron</strong> Arch Bridge: ItsRehabilitation,” Practice Periodical on Structural Design <strong>and</strong> Construction, Vol.: 2Issue: 2, pp. 61-72.Griggs, Francis E. Jr., (2002). “Squire Whipple – Father <strong>of</strong> <strong>Iron</strong> Bridges,” Journal <strong>of</strong>Bridge Engineering, May/June, pp. 146-155.Fisher, Douglas, The Epic <strong>of</strong> Steel, New York, Harper & Row, Publishers, 1963.
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