Robert J. Peterman - Publications

Affiliations: 
Civil Engineering Kansas State University, Manhattan, KS, United States 
Area:
Civil Engineering

45 high-probability publications. We are testing a new system for linking publications to authors. You can help! If you notice any inaccuracies, please sign in and mark papers as correct or incorrect matches. If you identify any major omissions or other inaccuracies in the publication list, please let us know.

Year Citation  Score
2020 Dastgerdi AS, Peterman RJ, Savic A, Riding K, Beck BT. Prediction of splitting crack growth in prestressed concrete members using fracture toughness and concrete mix design Construction and Building Materials. 246: 118523. DOI: 10.1016/J.Conbuildmat.2020.118523  0.382
2019 Dastgerdi AS, Peterman RJ, Riding K, Beck BT. Effect of concrete mixture components, proportioning, and compressive strength on fracture parameters Construction and Building Materials. 206: 179-192. DOI: 10.1016/J.Conbuildmat.2019.02.025  0.403
2016 Polydorou T, Riding KA, Peterman RJ. Interlaboratory Study of the Standard Test Method for Evaluating Bond of Seven-Wire Steel Prestressing Strand Pci Journal. 61. DOI: 10.15554/Pcij61.4-01  0.717
2016 Riding KA, Peterman RJ, Polydorou T. Establishment of Minimum Acceptance Criterion for Strand Bond as Measured by ASTM A1081 Pci Journal. 61. DOI: 10.15554/Pcij61.3-02  0.703
2016 Haynes MD, Wu CHJ, Arnold M, Bodapati NNB, Beck BT, Peterman RJ. Bond Index Numbers of prestressed concrete reinforcement wires and their relationships to transfer lengths and pull-out forces 2016 Joint Rail Conference, Jrc 2016. DOI: 10.1115/JRC2016-5787  0.428
2016 Shafiei A, Riding KA, Peterman RJ, Christensen C, Beck BT, Robertson AA, Wu CHJ. Suitability and variability of non-destructive testing methods for concrete railroad tie inspection 2016 Joint Rail Conference, Jrc 2016. DOI: 10.1115/JRC2016-5776  0.347
2016 Momeni AF, Peterman RJ, Beck BT, Wu CHJ, Bodapati NNB. Effect of prestressing wire indentation type on the bond performance and flexural capacity of pretensioned concrete crossties subjected to cyclic loading 2016 Joint Rail Conference, Jrc 2016. DOI: 10.1115/JRC2016-5761  0.347
2016 Riding KA, Peterman RJ, Polydorou T. Establishment of minimum acceptance criterion for strand bond as measured by ASTM A1081 Pci Journal. 61: 86-103.  0.741
2015 Rasheed HA, Decker BR, Esmaeily A, Peterman RJ, Melhem HG. The Influence of CFRP Anchorage on Achieving Sectional Flexural Capacity of Strengthened Concrete Beams Fibers. 3: 539-559. DOI: 10.3390/Fib3040539  0.455
2015 Momeni AF, Peterman RJ, Beck BT, John CH, Bodapati NNB. Effect of concrete release strength on the development length and flexural capacity of members made with different prestressing wires commonly used in pretensioned concrete railroad ties 2015 Joint Rail Conference, Jrc 2015. DOI: 10.1115/JRC2015-5736  0.318
2015 Haynes MD, Wu CHJ, Bodapati NNB, Beck BT, Peterman RJ. Modeling the behavior of pre-stressed concrete railroad ties 2015 Joint Rail Conference, Jrc 2015. DOI: 10.1115/JRC2015-5703  0.346
2015 Peterman RJ, Bodapati NNB, Beck BT, Wu CHJ. Long-term end-slip measurements and corresponding transfer lengths in pretensioned concrete railroad ties fabricated with 15 different reinforcements 2015 Joint Rail Conference, Jrc 2015. DOI: 10.1115/JRC2015-5678  0.34
2014 Holste JR, Haynes M, Peterman RJ, Beck BT, Wu CHJ. Tensioned pullout test used to investigate wire splitting propensity in concrete railroad ties 2014 Joint Rail Conference, Jrc 2014. DOI: 10.1115/JRC2014-3833  0.38
2014 Haynes M, Wu CHJ, Peterman RJ, Beck BT. Prestressing steel reinforcement wire measurement protocol 2014 Joint Rail Conference, Jrc 2014. DOI: 10.1115/JRC2014-3800  0.311
2014 Rasheed HA, Decker BR, Esmaeily A, Peterman RJ, Melhem HG. CFRP anchorage system for CFRP strengthened beams 16th European Conference On Composite Materials, Eccm 2014 0.357
2013 Bodapati NNB, Zhao W, Peterman RJ, Wu CHJ, Beck BT, Haynes M, Holste JR. Influence of indented wire geometry and concrete parameters on the transfer length in prestressed concrete crossties 2013 Joint Rail Conference, Jrc 2013. DOI: 10.1115/JRC2013-2463  0.35
2013 Arnold ML, Peterman RJ, Bodapati NNB, Beck BT, Wu CH. Development of a standard bond test for indented prestressing wires 2013 Joint Rail Conference, Jrc 2013. DOI: 10.1115/JRC2013-2461  0.334
2013 Haynes M, Wu CHJ, Beck BT, Bodapati NNB, Peterman RJ. Prestressing steel reinforcement wire bond index number 2013 Joint Rail Conference, Jrc 2013. DOI: 10.1115/JRC2013-2422  0.38
2013 Zhao W, Murphy RL, Peterman RJ, Beck BT, John Wu CH, Duong PN. Noncontact inspection method to determine the transfer length in pretensioned concrete railroad ties Journal of Engineering Mechanics. 139: 256-263. DOI: 10.1061/(Asce)Em.1943-7889.0000449  0.409
2013 Holste JR, Peterman RJ, Bodapati NNB, Beck BT, Wu CHJ. Transfer bond test used to predict transfer length of concrete railroad ties American Society of Mechanical Engineers, Rail Transportation Division (Publication) Rtd 0.364
2012 Zhao W, Larson K, Peterman RJ, Beck BT, Wu CJ. Development of a Laser-Speckle Imaging Device to Determine the Transfer Length in Pretensioned Concrete Members Pci Journal. 57: 135-143. DOI: 10.15554/Pcij.01012012.135.143  0.678
2010 Nayal R, Peterman RJ, Esmaeily A. Parametric study of posttensioned inverted-T bridge system for improved durability and increased span-to-depth ratio Journal of Bridge Engineering. 15: 731-739. DOI: 10.1061/(Asce)Be.1943-5592.0000115  0.668
2010 Rasheed HA, Harrison RR, Peterman RJ, Alkhrdaji T. Ductile strengthening using externally bonded and near surface mounted composite systems Composite Structures. 92: 2379-2390. DOI: 10.1016/J.Compstruct.2010.03.009  0.475
2009 Peterman RJ. A simple quality assurance test for strand bond Pci Journal. 54: 143-161. DOI: 10.15554/Pcij.03012009.143.161  0.541
2007 Larson KH, Peterman RJ, Esmaeily A. Bond Characteristics of Self-consolidating Concrete for Prestressed Bridge Girders Pci Journal. 52: 44-57. DOI: 10.15554/Pcij.07012007.44.57  0.753
2007 Peterman RJ. The effects of as-cast depth and concrete fluidity on strand bond Pci Journal. 52: 72-101. DOI: 10.15554/Pcij.05012007.72.101  0.528
2007 Esmaeily A, Peterman RJ. Performance analysis tool for reinforced concrete members Computers and Concrete. 4: 331-346. DOI: 10.12989/Cac.2007.4.5.331  0.43
2007 Larson KH, Peterman RJ, Esmaeily A. Bond characteristics of self-consolidating concrete for prestressed bridge girders Pci Journal. 52: 44-57.  0.696
2007 Larson K, Peterman RJ, Esmaeily A. Time-dependent characteristics of a self-consolidating concrete mix for PC concrete bridge girders Proceedings of the 6th International Conference On Fracture Mechanics of Concrete and Concrete Structures. 3: 1283-1288.  0.403
2007 Esmaeily A, Peterman RJ. Performance analysis tool for reinforced concrete members Computers and Concrete. 4: 331-346.  0.323
2006 Harrison RR, Rasheed HA, Peterman RJ, Alkhrdaji T. Comparison of four techniques for strengthening concrete beams using performance and practicality criteria Proceedings of the Structures Congress and Exposition. 2006: 70. DOI: 10.1061/40889(201)70  0.41
2006 Rasheed HA, Larson KH, Peterman RJ. Analysis and design procedure for FRP-strengthened prestressed concrete T-girders considering strength and fatigue Journal of Composites For Construction. 10: 419-432. DOI: 10.1061/(Asce)1090-0268(2006)10:5(419)  0.701
2005 Larson KH, Peterman RJ, Rasheed HA. Strength-fatigue behavior of fiber reinforced polymer strengthened prestressed concrete T-beams Journal of Composites For Construction. 9: 313-326. DOI: 10.1061/(Asce)1090-0268(2005)9:4(313)  0.713
2005 Gostautas RS, Ramirez G, Peterman RJ, Meggers D. Acoustic emission monitoring and analysis of glass fiber-reinforced composites bridge decks Journal of Bridge Engineering. 10: 713-721. DOI: 10.1061/(Asce)1084-0702(2005)10:6(713)  0.372
2004 Reed CE, Peterman RJ. Evaluation of prestressed concrete girders strengthened with carbon fiber reinforced polymer sheets Journal of Bridge Engineering. 9: 185-192. DOI: 10.1061/(Asce)1084-0702(2004)9:2(185)  0.502
2004 Kalny O, Peterman RJ, Ramirez G. Performance evaluation of repair technique for damaged fiber-reinforced polymer honeycomb bridge deck panels Journal of Bridge Engineering. 9: 75-86. DOI: 10.1061/(Asce)1084-0702(2004)9:1(75)  0.417
2003 Reed CE, Peterman RJ, Rasheed H, Meggers D. Adhesive applications used during repair and strengthening of 30-year-old prestressed concrete girders Transportation Research Record. 36-43. DOI: 10.3141/1827-05  0.45
2003 Kalny O, Peterman RJ, Ramirez G, Cai CS, Meggers D. Structural Performance of Fiber-Reinforced Polymer Honeycomb Sandwich Panels: Evaluation of Size Effect and Wrap Strengthening Transportation Research Record. 191-199.  0.344
2002 Cai CS, Shahawy M, Peterman RJ. Effect of diaphragms on load distribution of prestressed concrete bridges Transportation Research Record. 47-54. DOI: 10.3141/1814-06  0.424
2000 Peterman RJ, Ramirez JA. Performance evaluation of composite prestressed concrete slab bridges Transportation Research Record. 12-18. DOI: 10.3141/1740-02  0.426
2000 Peterman RJ, Ramirez JA, Olek J. Design of semilightweight bridge girders: Development-length considerations Transportation Research Record. 1: 41-47. DOI: 10.3141/1696-06  0.52
2000 Peterman RJ, Ramirez JA, Olek J. Influence of flexure-shear cracking on strand development length in prestressed concrete members Pci Journal. 45: 76-94. DOI: 10.15554/Pcij.09012000.76.94  0.519
1999 Peterman RJ, Ramirez JA, Poston RW. Durability assessment of bridges with full-span prestressed concrete form panels Aci Materials Journal. 96: 11-19. DOI: 10.14359/422  0.419
1998 Peterman RJ, Ramirez JA. Behavior and strength of bridges with full-span prestressed concrete form panels Pci Journal. 43: 80-91. DOI: 10.15554/Pcij.03011998.80.91  0.416
1998 Peterman RJ, Ramirez JA. Restraint moments in bridges with full-span prestressed concrete form panels Pci Journal. 43: 54-68. DOI: 10.15554/Pcij.01011998.54.73  0.444
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