| Ductile strengthening using externally bonded and near surface mounted composite systems HA Rasheed, RR Harrison, RJ Peterman, T Alkhrdaji Composite Structures 92 (10), 2379-2390, 2010 | 117 | 2010 |
| Acoustic emission monitoring and analysis of glass fiber-reinforced composites bridge decks RS Gostautas, G Ramirez, RJ Peterman, D Meggers Journal of bridge engineering 10 (6), 713-721, 2005 | 111 | 2005 |
| Evaluation of prestressed concrete girders strengthened with carbon fiber reinforced polymer sheets CE Reed, RJ Peterman Journal of Bridge Engineering 9 (2), 185-192, 2004 | 76 | 2004 |
| Strength-fatigue behavior of fiber reinforced polymer strengthened prestressed concrete T-beams KH Larson, RJ Peterman, HA Rasheed Journal of Composites for Construction 9 (4), 313-326, 2005 | 72 | 2005 |
| Influence of indented wire geometry and concrete parameters on the transfer length in prestressed concrete crossties NNB Bodapati, W Zhao, RJ Peterman, CHJ Wu, BT Beck, M Haynes, ... ASME/IEEE joint rail conference 55300, V001T01A010, 2013 | 58 | 2013 |
| Restraint moments in bridges with full-span prestressed concrete form panels RJ Peterman, JA Rammirez PCI journal 43 (1), 1998 | 51 | 1998 |
| Influence of flexure-shear cracking on strand development length in prestressed concrete members RJ Peterman, JA Ramirez, J Olek PCI journal 45 (5), 76-95, 2000 | 48 | 2000 |
| Development of a laser-speckle imaging device to determine the transfer length in pretensioned concrete members. W Zhao, K Larson, RJ Peterman, BT Beck, CHJ Wu PCI journal 57 (1), 2012 | 46 | 2012 |
| Effect of concrete mixture components, proportioning, and compressive strength on fracture parameters AS Dastgerdi, RJ Peterman, K Riding, BT Beck Construction and Building Materials 206, 179-192, 2019 | 45 | 2019 |
| The influence of CFRP anchorage on achieving sectional flexural capacity of strengthened concrete beams HA Rasheed, BR Decker, A Esmaeily, RJ Peterman, HG Melhem Fibers 3 (4), 539-559, 2015 | 45 | 2015 |
| The effects of as-cast depth and concrete fluidity on strand bond RJ Peterman PCI journal 52 (3), 72, 2007 | 43 | 2007 |
| Transfer-length measurements on concrete railroad ties fabricated with 15 different prestressing reinforcements N Bodapati, RJ Peterman, W Zhao, T Beck, CH Wu, J Holste, M Arnold, ... 2013 PCI Convention and National Bridge Conference, September, 21-24, 2013 | 42 | 2013 |
| Determining the transfer length in prestressed concrete railroad ties produced in the United States. R Murphy, W Zhao, R Peterman, T Beck, MAT Center Mid-America Transportation Center, 2012 | 42 | 2012 |
| A direct comparison of the traditional method and a new approach in determining 220 transfer lengths in prestressed concrete railroad ties W Zhao, BT Beck, RJ Peterman, R Murphy, CHJ Wu, G Lee ASME/IEEE Joint Rail Conference 55300, V001T01A012, 2013 | 40 | 2013 |
| Bond characteristics of self-consolidating concrete for prestressed bridge girders KH Larson, RJ Peterman, A Esmaeily PCI journal 52 (4), 44, 2007 | 37 | 2007 |
| Noncontact inspection method to determine the transfer length in pretensioned concrete railroad ties W Zhao, RL Murphy, RJ Peterman, BT Beck, CH John Wu, PN Duong Journal of Engineering Mechanics 139 (3), 256-263, 2013 | 35 | 2013 |
| Effect of diaphragms on load distribution of prestressed concrete bridges CS Cai, M Shahawy, RJ Peterman Transportation Research Record 1814 (1), 47-54, 2002 | 35 | 2002 |
| Determining transfer length in pre-tensioned concrete railroad ties: is a new evaluation method needed? W Zhao, BT Beck, RJ Peterman, CHJ Wu, G Lee, NNB Bodapati Rail Transportation Division Conference 56116, V001T01A017, 2013 | 31 | 2013 |
| Optical sensor developments for measuring the surface strains in prestressed concrete members CH Wu, W Zhao, T Beck, R Peterman Strain 47, e376-e386, 2011 | 31 | 2011 |
| A simple quality assurance test for strand bond. RJ Peterman PCI journal 54 (2), 2009 | 29 | 2009 |
