Fracture-Critical System Analysis for Steel Bridges (2018)

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48 AASHTO. Guide Specifications for Fracture Critical Non-Redundant Steel Bridge Members, 1st ed. Washington, D.C., 1978. AASHTO. The Manual for Bridge Evaluation, 2nd ed. Washington, D.C., 2011A. AASHTO. A Policy of Geometric Design of Highways and Streets, 6th ed. Washington, D.C., 2011B. AASHTO. AASHTO LRFD Bridge Design Specifications, 7th ed. Washington, D.C., 2014. AASHTO and AWS. AASHTO/AWS D1.5M/D1.5: Bridge Welding Code. Washington, D.C., 2015. ACI. ACI 318-14: Building Code Requirements for Structural Concrete and Commentary. Farmington Hills, Mich., 2014. ACI. Committee 355 ACI UT IWB Tension Database for Cast-In and Expansion Anchors. n.d. AISC, ANSI/AISC 360-10: Specification for Structural Steel Buildings, 4th ed. Chicago, Ill., 2010. Bowman, M. D., G. Fu, Y. E. Zhou, R. J. Connor, and A. A. Godbole. NCHRP Report 721: Fatigue Evaluation of Steel Bridges. Transporta- tion Research Board of the National Academies, Washington, D.C., 2012. Cha, H. Life-Cycle of Steel Bridges: Effects of Local Damage due to Overweight Truck Traffic. PhD dissertation. Purdue University, West Lafayette, Ind., 2014. Cha, H., L. Lyrenmann, R. J. Connor, and A. H. Varma. Experimental and Numerical Evaluation of the Postfracture Redundancy of a Simple Span Truss Bridge. Journal of Bridge Engineering, Vol. 19, No. 11, 2014. https://ascelibrary.org/doi/10.1061/%28ASCE%29 BE.1943-5592.0000622. Comité Européen de Normalisation. EN 1993 Eurocode 3: Design of Steel Structures. European Committee for Standardisation. European Commision, 2007. Connor, R. J., and J. W. Fisher. Report of Field Measurements and Controlled Load Testing of the Hoan Bridge (I-794). Advanced Tech- nology for Large Structural Systems Engineering Research Center, Lehigh University, Bethlehem, Pa., 2002. Connor, R. J., R. Dexter, and H. Mahmoud. NCHRP Synthesis of Highway Practice 354: Inspection and Management of Bridges with Fracture-Critical Details. Transportation Research Board of the National Academies, Washington, D.C., 2005. Daniels, J. H., W. Kim, and J. L. Wilson. NCHRP Report 319: Recom- mended Guidelines for Redundancy Design and Rating of Two-Girder Steel Bridges. TRB, National Research Council, Washington, D.C., 1989. Digglemann, L. M. Evaluation of Member and Structural Redundancy on the US-421 Bridge over the Ohio River. MS thesis. Purdue Uni- versity, West Lafayette, Ind., 2012. Digglemann, L. M., R. J. Connor, and R. J. Sherman. Evaluation of Member and Load-Path Redundancy on the US-421 Bridge over the Ohio River. Turner-Fairbank Highway Research Center, McLean, Va., 2012. Ellis, R. M., and R. J. Connor. Investigation and Repair of the Diefen- baker Bridge Fracture in Prince Albert, Saskatchewan. Presented at 29th Annual International Bridge Conference, Pittsburgh, P.A., 2013. European Committee for Standardisation. EN 1990 Eurocode: Basis of Structural Design. European Commision, 2005. European Committee for Standardisation. EN 1991 Eurocode 1: Actions on Structures. European Commision, 2006. Fédération Internationale du Béton. FIB Model Code for Concrete Structures 2010. Lausanne, Switzerland, 2013. Fenves, S. J., N. Perrone, A. R. Robinson, and W. C. Schnobrich, Numerical and Computer Methods in Structural Mechanics, 1st ed. Elsevier, Ltd., 1973. FHWA and U.S. Department of Transportation. Code of Federal Regu- lations. Title 23. Chapter I. Subchapter G. Part 650. Subpart C. National Bridge Inspection Standards. Washington, D.C., U.S. Government Publishing Office, 2017. Fisher, J. W., R. Roberts, and A. W. Pense. Evaluation of Fracture of Lafayette Street Bridge. Journal of the Structural Division, Vol. 103, No. ST7, 1977, pp. 1339–1357. Fisher, J. W., J. M. Hanson, and H. Hausammann. Fracture and Retrofit of Dan Ryan Rapid Transit Structure. In Proceedings of the 11th Congress of the International Association for Bridge and Structural Engineering 1980[A], pp. 879–884. Fisher, J. W., A. W. Pense, J. D. Wood, J. H. Daniels, B. T. Yen, D. A. Thomas, H. Hausammann, W. Herbein, B. R. Somers, and H. T. Sutherland. Evaluation of the Fracture of the I-79 Back Channel Girder and the Electroslag Welds in the I-79 Complex. Bethlehem, Pa., 1980B. Fisher, J. W., E. J. Kaufmann, W. Wright, Z. Xi, H. Tjiang, B. Sivakumar, and W. Edberg. Hoan Bridge Forensic Investigation Failure Analysis Final Report. Bethlehem, PA, 2001. François, R., I. Khan, and V. H. Dang. Impact of Corrosion on Mechanical Properties of Steel Embedded in 27-Year-Old Corroded Reinforced Concrete Beams. Materials and Structures, Vol. 46, No. 6, 2013, pp. 899–910. References

49 Fu, G., L. Liu, and M. D. Bowman. Multiple Presence Factor for Truck Load on Highway Bridges. Journal of Bridge Engineering, Vol. 18, No. 3, 2013, pp. 240–249. Ghosn, M., and F. Moses. NCHRP Report 406: Redundancy in Highway Bridge Superstructures. TRB, National Research Council, Washing- ton, D.C., 1998. Ghosn, M., F. Moses, and J. Wang. NCHRP Report 489: Design of High- way Bridges for Extreme Events. Transportation Research Board of the National Academies, Washington, D.C., 2003. Ghosn, M., J. Yang, D. Beal, and B. Sivakumar. NCHRP Report 776: Bridge System Safety and Redundancy. Transportation Research Board of the National Academies, Washington, D.C., 2014. Goto, Y., N. Kawanishi, and I. Honda. Dynamic Stress Amplifica- tion Caused by Sudden Failure of Tension Members in Steel Truss Bridges. Journal of Structural Engineering, Vol. 137, No. 8, 2011, pp. 850–861. http://dx.doi.org/10.1061/(ASCE)ST.1943- 541X.0000338. Henriques, J., J.-P. Jaspart, and L. Simões da Silva. Ductility Require- ments for the Design of Bolted Lap Shear Connections in Bearing. Advanced Steel Construction, Vol. 10, No. 1, 2014, pp. 33–52. Hovell, C., and E. B. Williamson. Evaluating Redundancy in Trapezoi- dal Box-Girder Bridges Using Finite Element Analysis. Presented at 87th Annual Meeting of the Transportation Research Board, Washington, D.C., 2008. Idriss, R. L., K. R. White, C. B. Woodward, and D. V Jáuregui. Evaluation and Testing of a Fracture Critical Bridge. NDT & E International, Vol. 28, No. 6, 1995, pp. 339–347. Japan Society of Civil Engineers. Standard Specifications for Steel and Composite Structures. Tokyo, 2009. Judy, Scott. FDOT Scrambles to Make Repairs to Mathews Bridge. Engineering News Record Southeast. Oct. 2, 2013. https://www.enr. com/articles/12001-fdot-scrambles-to-make-repairs-to-mathews- bridge. Kaufmann, E. J., R. J. Connor, and J. W. Fisher. Failure Analysis of the US 422 Girder Fracture. Advanced Technology for Large Struc- tural Systems Engineering Research Center, Lehigh University, Bethlehem, Pa., 2004. Lai, L. L.-Y. Impulse Effect on Redundancy of a Tied-Arch Bridge. In Computing in Civil Engineering: Proceedings of the First Congress Held in Conjunction with A/E/C Systems ’94 (K. Khozeimeh, ed.), ASCE, 1994, pp. 712–719. Lai, Z., A. H. Varma, and K. Zhang. Noncompact and Slender Rectan- gular CFT Members: Experimental Database, Analysis, and Design. Journal of Constructional Steel Research, Vol. 101, 2014, pp. 455–468. Lai, Z., and A. H. Varma. Noncompact and Slender Circular CFT Members: Experimental Database, Analysis, and Design. Journal of Constructional Steel Research, Vol. 106, 2015, pp. 220–233. Lichtenstein, A. G. The Silver Bridge Collapse Recounted. Journal of Performance of Constructed Facilities, Vol. 7, No. 4, 1993, pp. 249–261. Lubliner, J., J. Oliver, S. Oller, and E. Oñate. A Plastic-Damage Model for Concrete. International Journal of Solids and Structures, Vol. 25, No. 3, 1989, pp. 299–326. Lwin, M. M. Memorandum: Clarification of Requirements for Fracture Critical Members, Washington, D.C., 2012. McGormley, J. C., H. Hill, and M. J. Koob. The Benefits of Providing Redundancy to Non-Redundant Structures. In Proceedings of the 16th Congress of the International Association for Bridge and Struc- tural Engineering 2000, pp. 1491–1498. https://doi.org/10.2749/ 222137900796314211. Modjeski and Masters, Inc. SHRP 2 Report S2-R19B-RW-1: Bridges for Service Life Beyond 100 Years: Service Limit State Design. Transpor- tation Research Board of the National Academies, Washington, D.C., 2015. Mouras, J. M., J. P. Sutton, K. H. Frank, and E. B. Williamson. The Tensile Capacity of Welded Shear Studs. Technical report. University of Texas at Austin, Tex., 2008. Neuman, B. J. Evaluating the Redundancy of Steel Bridges: Full-Scale Destructive Testing of a Fracture Critical Twin Box-Girder Steel Bridge. MS thesis. University of Texas at Austin, Tex., 2009. Nowak, A. S. NCHRP Report 368: Calibration of LRFD Bridge Design Code. TRB, National Research Council, Washington, D.C., 1999. Ollgaard, J. G., R. G. Slutter, and J. W. Fisher. Shear Strength of Stud Con- nectors in Lightweight and Normal-Weight Concrete. Engineering Journal, Vol. 8, 1971, pp. 55–64. Parr, M. J., R. J. Connor, and M. Bowman. Proposed Method for Deter- mining the Interval for Hands-On Inspection of Steel Bridges with Fracture Critical Members. Journal of Bridge Engineering, Vol. 15, No. 4, 2010, pp. 352–363. Popovics, S. Numerical Approach to the Complete Stress–Strain Curve of Concrete. Cement and Concrete Research, Vol. 3, No. 5, 1973, pp. 583–599. Rackwitz, R., and B. Fiessler. An Algorithm for Calculation of Structural Reliability Under Combined Loading. Berichte zur Sicherheitstheorie der Bauwerke, 1977. Sarraj, M. The Behaviour of Steel Fin Plate Connections in Fire. PhD dis- sertation. University of Sheffield, South Yorkshire, England, 2007. Simulia. Abaqus 2017 Documentation. Velizy-Villacoublay, France, 2017. Tayebali, A. A., B.-W. Tsai, and C. L. Monismith. SHRP-A-388: Stiffness of Asphalt–Aggregate Mixes. National Research Council, Washington, D.C., 1994. Verma, K., K. Frank, W. Wright, R. Medlock, B. McEleney, P. Loftus, B. Kase, H. Campbell, A. Wilson, J. Fisher, K. Lineham, M. Cress, R. Anderson, A. Shirole, D. Mertz, J. Uttrachi, R. Sathre, and J. Hamilton. Steel Bridge Fabrication Technologies in Europe and Japan. Report FHWA-PL-01-018. FHWA, U.S. Department of Transportation, 2001. Washer, G., R. Connor, A. Ciolko, R. Kogler, P. Fish, and D. Forsyth. NCHRP Report 782: Proposed Guideline for Reliability-Based Bridge Inspection Practices. Transportation Research Board of the National Academies, Washington, D.C., 2014. Williamson, E. B., J. Kim, and K. H. Frank. Redundancy Evaluation of Twin Steel Box-Girder Bridges Using Finite Element Analyses. In Proceedings of the 2010 Structures Congress and the 19th Analysis and Computation Specialty Conference, 2010, pp. 2793–2802. Wittmann, F. H., K. Rokugo, E. Brühwiler, H. Mihashi, and P. Simonin. Fracture Energy and Strain Softening of Concrete as Determined by Means of Compact Tension Specimens. Materials and Struc- tures, Vol. 21, No. 1, 1988, pp. 21–32.