Eamon, C. D., Parra-Montesinos, G., & Chehab, A. (2014). Evaluation Of prestressed concrete beams in shear : [part 1 and 2] (Report No. RC-1615). Michigan. Dept. of Transportation. Office of Research Administration. https://rosap.ntl.bts.gov/view/dot/28107
Eamon, Christopher D., Gustavo Parra-Montesinos, and Alaa Chehab. Evaluation Of prestressed concrete beams in shear : [part 1 and 2]. Report no. RC-1615. Michigan. Dept. of Transportation. Office of Research Administration, 2014. https://rosap.ntl.bts.gov/view/dot/28107.
Eamon, Christopher D., et al. Evaluation Of prestressed concrete beams in shear : [part 1 and 2]. Michigan. Dept. of Transportation. Office of Research Administration, 2014, Report no. RC-1615, ROSA P. https://rosap.ntl.bts.gov/view/dot/28107.
This research investigates possible design-related causes of apparent shear cracks on MDOT prestressed
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concrete (PC) bridge girders; assesses the adequacy of PC shear design and rating methods; and
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recommends changes to these procedures. It involved a field survey, laboratory testing, FEA modeling,
;
and bridge field testing. The field survey included sixteen PC bridges with potential shear cracks, and
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the shear capacities of the girders were analyzed and compared to various shear load demands. The
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laboratory testing consisted of six tests on full-scale beam specimens of different shear span-to-depth
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ratios and stirrup spacings. An FEA model was developed and validated using the experimental data.
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Using the model, a parametric analysis was conducted on a variety of PC bridge girder configurations. A
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regression analysis was performed to modify existing shear capacity procedures to best-fit the FEA
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results. Field tests of two PC bridges constructed continuous for live load were conducted to determine
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interior joint continuity and girder distribution factors.
Eamon, C. D., Parra-Montesinos, G., & Chehab, A. (2014). Evaluation Of prestressed concrete beams in shear : [part 1 and 2] (Report No. RC-1615). Michigan. Dept. of Transportation. Office of Research Administration. https://rosap.ntl.bts.gov/view/dot/28107
Eamon, Christopher D., Gustavo Parra-Montesinos, and Alaa Chehab. Evaluation Of prestressed concrete beams in shear : [part 1 and 2]. Report no. RC-1615. Michigan. Dept. of Transportation. Office of Research Administration, 2014. https://rosap.ntl.bts.gov/view/dot/28107.
Eamon, Christopher D., et al. Evaluation Of prestressed concrete beams in shear : [part 1 and 2]. Michigan. Dept. of Transportation. Office of Research Administration, 2014, Report no. RC-1615, ROSA P. https://rosap.ntl.bts.gov/view/dot/28107.
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ensure public access to scientific information.
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