Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Longitudinal shear transmission of anchor channels into concrete
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.
Longitudinal shear transmission of anchor channels into concrete
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.
Longitudinal shear transmission of anchor channels into concrete
Konertz, Dustin (Dr.-Ing.) (Autor:in) / Kocur, Georg Karl (Dr. sc. ETH, Dipl.-Ing.) (Autor:in) / Häusler, Frank (Dr.-Ing.) (Autor:in) / Mark, Peter (Univ.-Prof. Dr.-Ing. habil.) (Autor:in)
25.08.2020
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
DDC:
624
POST-INSTALLED CONCRETE ANCHOR WITH SHEAR REINFORCEMENT
| Europäisches Patentamt | 2016
POST-INSTALLED CONCRETE ANCHOR WITH SHEAR REINFORCEMENT
Europäisches Patentamt | 2017
Shear strength of an anchor post-installed into a hardened concrete member
| BASE | 2024
Shear strength of an anchor post-installed into a hardened concrete member
| BASE | 2024