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shear strength FRP

Thread starter jeff98112
Start date Jan 13, 2003

Status: Not open for further replies.

Jan 13, 2003

jeff98112

Industrial

What is the recommended method for bonding a new shear wall to an existing concrete column with CFRP. We have talked about using the final saturant coat with a broadcast of aggregate to refusal. Also we have talked about using a paste epoxy. Are these applicable and or are there better methods?