Abstract

Anchor channels are cast in concrete and allow the connection of components using channel bolts. In recent years, the design to value resulted in ever thinner concrete elements, which often cannot accommodate the required embedment depth of standard anchor channels. For this reason, channels may be fitted with short anchors. While existing design provisions allow for the calculation of the tension capacity also for shallow embedded anchor channels, tests are required to determine product-specific parameters for the economic shear loads design. The presented study investigated the performance of shallow embedded anchor channels tested in shear. The detailed evaluation of the test data demonstrates that testing of the minimum embedment is conservative and that the load-displacement behavior of channels with welded I-sections is comparable to that of channels with forged headed studs. In addition, a new evaluation approach is proposed.

Highlights

  • The design of anchor channels is complex. For those interested in the background of the design for concrete edge breakout shear capacity, the underlying provisions are explained to the required level of

  • For those interested in the background of the design for concrete edge breakout shear capacity, the underlying provisions are explained to the required level ofIndetail

  • The channel bolt diameters were large enough ensure that concrete edge breakout failure is mm

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Summary

Introduction

Anchor channels with channel bolts allow versatile possibilities to conveniently and reliably reinforced concrete structures. The design failure modes and partly involves product-specific parameters to be determined by testing. Failure modes and partly involves product-specific parameters to be determined by testing. In the design for concrete anchors including anchor channels and channel are provided Europe, theprovisions design provisions for concrete anchors including anchor channels andbolts channel bolts are in EN 1992-4. The design rules forrules anchor the USA, ACI 318 [10], stipulates design rules for single-point concrete anchors. The design for channels and channel bolts are notare yet included For this reason, amendments areare provided in anchor channels and channel bolts not yet included. In Europe, product qualification is required qualification testsEvaluation to attain (Service)

Evaluation
Background on Design Provisions for Concrete Edge Breakout Shear Capacity
Qualification Tests to Determine Product-Specific Shear Capacity Factors
Test Program to Study Product-Specific Shear Capacity Factors
Results
Discussion
Summary and Conclusions
Full Text
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