Robert Peterman
Robert Peterman
Professor Civil Engineering, Kansas State University
Verified email at
Cited by
Cited by
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
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
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
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
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
Restraint moments in bridges with full-span prestressed concrete form panels
RJ Peterman, JA Rammirez
PCI journal 43 (1), 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
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
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
The effects of as-cast depth and concrete fluidity on strand bond
RJ Peterman
PCI journal 52 (3), 72, 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
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
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
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
Bond characteristics of self-consolidating concrete for prestressed bridge girders
KH Larson, RJ Peterman, A Esmaeily
PCI journal 52 (4), 44, 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
Effect of diaphragms on load distribution of prestressed concrete bridges
CS Cai, M Shahawy, RJ Peterman
Transportation Research Record 1814 (1), 47-54, 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
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
Effect of concrete properties on transfer lengths in concrete rail-road ties
NNB Bodapati, RJ Peterman, BT Beck, CHJ Wu
ASME/IEEE Joint Rail Conference 45356, V001T01A028, 2014
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