Bernica, A., & Rasheed, H. (2017). Rational load rating of deck-girder bridges with girder end shear cracks in reverse orientation : technical summary (Report No. Report Number: K-TRAN: KSU-15-2). Kansas. Dept. of Transportation. Bureau of Research. https://rosap.ntl.bts.gov/view/dot/32232
Bernica, Andrew and Hayder Rasheed. Rational load rating of deck-girder bridges with girder end shear cracks in reverse orientation : technical summary. Report no. Report Number: K-TRAN: KSU-15-2. Kansas. Dept. of Transportation. Bureau of Research, 2017. https://rosap.ntl.bts.gov/view/dot/32232.
Bernica, Andrew, and Hayder Rasheed Rational load rating of deck-girder bridges with girder end shear cracks in reverse orientation : technical summary. Kansas. Dept. of Transportation. Bureau of Research, 2017, Report no. Report Number: K-TRAN: KSU-15-2, ROSA P. https://rosap.ntl.bts.gov/view/dot/32232.
A user interface creates a grillage model of an existing bridge and places various rating trucks on the
;
bridge. Equivalent flexibility analysis distributes truck live loads within deck panels to surrounding
;
girders and diaphragms. Stiffness matrices are utilized to find nodal displacements and reactions at the
;
girder supports caused by truck live loads and bridge dead load. These reactions are checked against RISA
;
software models to test the accuracy of the stiffness matrix application. ABAQUS FE models and Mohr’s
;
circle stress distribution determine driving and clamping forces on the crack due to resolution of dead
;
and live load reactions and friction force generated between the concrete girder and rusty steel bearing
;
pad along the shear crack orientation. In addition to the simplified modified compression field theory,
;
these clamping and driving forces are used to determine the shear capacity of each girder at the reverse
;
cracks. A modified version of Equation 6B.4.1 from the Manual for Bridge Evaluation (AASHTO, 2011)
;
is used to find operating and inventory rating factors (RFs) for the bridge.
Bernica, A., & Rasheed, H. (2017). Rational load rating of deck-girder bridges with girder end shear cracks in reverse orientation : technical summary (Report No. Report Number: K-TRAN: KSU-15-2). Kansas. Dept. of Transportation. Bureau of Research. https://rosap.ntl.bts.gov/view/dot/32232
Bernica, Andrew and Hayder Rasheed. Rational load rating of deck-girder bridges with girder end shear cracks in reverse orientation : technical summary. Report no. Report Number: K-TRAN: KSU-15-2. Kansas. Dept. of Transportation. Bureau of Research, 2017. https://rosap.ntl.bts.gov/view/dot/32232.
Bernica, Andrew, and Hayder Rasheed Rational load rating of deck-girder bridges with girder end shear cracks in reverse orientation : technical summary. Kansas. Dept. of Transportation. Bureau of Research, 2017, Report no. Report Number: K-TRAN: KSU-15-2, ROSA P. https://rosap.ntl.bts.gov/view/dot/32232.
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