Pull-out behavior of CFRP ground anchors with two-strap ends
Abstract
Pull-out experiments were performed on three carbon fiber-reinforced polymer (CFRP) ground anchors simulating their applications in different rock types which provided different confinement levels. The CFRP tendons comprised, on the ground side, a prefabricated conical anchor body of high-strength grout in which two CFRP straps were embedded. The anchors reached an average load-bearing capacity of 1384 kN with final failure occurring in the CFRP...
Paper Details
Title
Pull-out behavior of CFRP ground anchors with two-strap ends
Published Date
Jan 1, 2017
Journal
Volume
160
Pages
1258 - 1267
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