Peterman, R. J., & Hammerschmidt, S. F. (2010). Assessing the Damage Potential in Pretensioned Bridges Caused by Increased Truck Loads Due to Freight Movements (Phase 1) (Report No. Report # MATC-KSU: 110). Mid-America Transportation Center. https://rosap.ntl.bts.gov/view/dot/34471
Peterman, Robert J. and Steven F. Hammerschmidt. Assessing the Damage Potential in Pretensioned Bridges Caused by Increased Truck Loads Due to Freight Movements (Phase 1). Report no. Report # MATC-KSU: 110. Mid-America Transportation Center, 2010. https://rosap.ntl.bts.gov/view/dot/34471.
Peterman, Robert J., and Steven F. Hammerschmidt Assessing the Damage Potential in Pretensioned Bridges Caused by Increased Truck Loads Due to Freight Movements (Phase 1). Mid-America Transportation Center, 2010, Report no. Report # MATC-KSU: 110, ROSA P. https://rosap.ntl.bts.gov/view/dot/34471.
When evaluating the condition of existing bridges, determining in situ stresses in the members provides valuable information about the condition of the structures. In this study, a method of surface strain relief was investigated whereby the change in strain at the surface of concrete members is used to determine the in situ stress. The method involved mounting a linear electrical-resistance strain gage along the axis of maximum stress, coring around the gage, and then relating the change in strain to the corresponding stress in the member. Members were fabricated and varying stresses were applied in order to determine the accuracy of the method. Results were then compared to the global stresses and to the theoretical local stresses predicted by two different finite element models. In order to improve the accuracy of the surface-strain relief method, a procedure was introduced whereby the core was fractured along its base and subsequently removed from the member. This served to eliminate possible shear stresses between the core and surrounding member, allowing for the full release of strains.
Peterman, R. J., & Hammerschmidt, S. F. (2010). Assessing the Damage Potential in Pretensioned Bridges Caused by Increased Truck Loads Due to Freight Movements (Phase 1) (Report No. Report # MATC-KSU: 110). Mid-America Transportation Center. https://rosap.ntl.bts.gov/view/dot/34471
Peterman, Robert J. and Steven F. Hammerschmidt. Assessing the Damage Potential in Pretensioned Bridges Caused by Increased Truck Loads Due to Freight Movements (Phase 1). Report no. Report # MATC-KSU: 110. Mid-America Transportation Center, 2010. https://rosap.ntl.bts.gov/view/dot/34471.
Peterman, Robert J., and Steven F. Hammerschmidt Assessing the Damage Potential in Pretensioned Bridges Caused by Increased Truck Loads Due to Freight Movements (Phase 1). Mid-America Transportation Center, 2010, Report no. Report # MATC-KSU: 110, ROSA P. https://rosap.ntl.bts.gov/view/dot/34471.
ROSA P serves as an archival repository of USDOT-published products including scientific
findings, journal articles, guidelines, recommendations, or other information authored or co-authored by
USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to
ensure public access to scientific information.
Links with this icon indicate that you are leaving a Bureau of Transportation
Statistics (BTS)/National Transportation Library (NTL)
Web-based service.
Thank you for visiting.
You are about to access a non-government link outside of
the U.S. Department of Transportation's National
Transportation Library.
Please note: While links to Web sites outside of DOT are
offered for your convenience, when you exit DOT Web sites,
Federal privacy policy and Section 508 of the Rehabilitation
Act (accessibility requirements) no longer apply. In
addition, DOT does not attest to the accuracy, relevance,
timeliness or completeness of information provided by linked
sites. Linking to a Web site does not constitute an
endorsement by DOT of the sponsors of the site or the
products presented on the site. For more information, please
view DOT's Web site linking policy.
To get back to the page you were previously viewing, click
your Cancel button.