Fatigue in concrete Rigid Connection
Fatigue in concrete Rigid Connection
(OP)
Hey everyone, I need some help in understanding fatigue in concrete rigid connections due to high moment, and due to cyclic wind & EQ forces. Any links, pdf files, etc provided concerning this matter would be of much help.
Please check the attached image. I am particularly referring to fatigue @ bridge end connections.
This is the thread of the issue I have, posted a couple of days ago: http://www.eng-tips.com/viewthread.cfm?qid=333719
Awaiting your replies, thanksss !!!
Please check the attached image. I am particularly referring to fatigue @ bridge end connections.
This is the thread of the issue I have, posted a couple of days ago: http://www.eng-tips.com/viewthread.cfm?qid=333719
Awaiting your replies, thanksss !!!






RE: Fatigue in concrete Rigid Connection
ACI 215 sounds more appropriate for your situation though.
RE: Fatigue in concrete Rigid Connection