Premium
Longitudinal shear transmission of anchor channels into concrete—An experimental approach
Author(s) -
Konertz Dustin,
Kocur Georg Karl,
Häusler Frank,
Mark Peter
Publication year - 2021
Publication title -
structural concrete
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.912
H-Index - 34
eISSN - 1751-7648
pISSN - 1464-4177
DOI - 10.1002/suco.202000133
Subject(s) - structural engineering , shear (geology) , channel (broadcasting) , enhanced data rates for gsm evolution , tension (geology) , load bearing , anchoring , engineering , position (finance) , geology , materials science , telecommunications , ultimate tensile strength , petrology , finance , economics , metallurgy
The paper presents an innovative method to determine anchor forces in anchor channels exposed to longitudinal shear loads. The channel's load‐bearing behavior is experimentally investigated by fiber‐optic techniques recording the longitudinal strains. For the first time these recordings uncover the inner flux of forces and enable to deduce the load distribution on the anchors. Before applying on anchor channels, the devices and components as well as its application are tested on a tension rod. Altogether 200 tests on anchor channels are performed varying the types of channel and anchor, the number of anchors, the closest distance of an anchor to the loaded edge and the position of load application. The tests confirmed that all available anchors (up to five were tested) transfer forces into the concrete member. Load distribution on the anchors is not uniform but depends on the type of anchor, the position of load application, the distance between the anchors and load application and the number of anchors available. By contrast, channel type and edge distance of the front anchor have little impact.