dbags
Structural
- Mar 3, 2003
- 18
I have a condition on a new bridge in service for approximately 2 years. The bridge is a 5 span continuous plate girder bridge on a horizontal curve (r=650'). The round steel reinforced elastomeric bearings at the abutments have formed vertical cracks (typically 3 per bearing at about 120 degrees from each other). Otherwise, the bearing appears to be functioning well with the typical shear translation and compressive bulging in between laminae. Why would this type of cracking occur in this application???