Hosteng, T., Abu-Hawash, A., Port, G., & Phares, B. (2015). Laboratory investigation of concrete beam-end treatments : [tech transfer summary] (Report No. InTrans Project 12-442). Iowa State University. Institute for Transportation. https://rosap.ntl.bts.gov/view/dot/29071
Hosteng, Travis, Ahmad Abu-Hawash, Gordon Port, and Brent Phares. Laboratory investigation of concrete beam-end treatments : [tech transfer summary]. Report no. InTrans Project 12-442. Iowa State University. Institute for Transportation, 2015. https://rosap.ntl.bts.gov/view/dot/29071.
Hosteng, Travis, et al. Laboratory investigation of concrete beam-end treatments : [tech transfer summary]. Iowa State University. Institute for Transportation, 2015, Report no. InTrans Project 12-442, ROSA P. https://rosap.ntl.bts.gov/view/dot/29071.
The ends of prestressed concrete beams located under bridge expansion
;
joints are often exposed to extended periods of moisture and chlorides. This
;
exposure can cause the beam ends to deteriorate prematurely, corrode the
;
prestressing strands, degrade the surrounding concrete, and eventually reduce
;
the capacity of the beam.
Hosteng, T., Abu-Hawash, A., Port, G., & Phares, B. (2015). Laboratory investigation of concrete beam-end treatments : [tech transfer summary] (Report No. InTrans Project 12-442). Iowa State University. Institute for Transportation. https://rosap.ntl.bts.gov/view/dot/29071
Hosteng, Travis, Ahmad Abu-Hawash, Gordon Port, and Brent Phares. Laboratory investigation of concrete beam-end treatments : [tech transfer summary]. Report no. InTrans Project 12-442. Iowa State University. Institute for Transportation, 2015. https://rosap.ntl.bts.gov/view/dot/29071.
Hosteng, Travis, et al. Laboratory investigation of concrete beam-end treatments : [tech transfer summary]. Iowa State University. Institute for Transportation, 2015, Report no. InTrans Project 12-442, ROSA P. https://rosap.ntl.bts.gov/view/dot/29071.
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