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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