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Published byShon Mason Modified over 6 years ago
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Tensile Capacity of Adhesive Anchors in Threaded Perforations
Hua Liu (PhD Student) Yan Liu (Visiting Professor) Leonardo Serrato (Undergraduate Student) Yuchen Hui (MS Student) Jian Zhao (Faculty Advisor) University Of Wisconsin-Milwaukee
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Adhesive anchor ceiling accident
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Adhesive anchor failure
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Defects found in Sasago Tunnel
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Adhesive anchor system
Cleaning is critical
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Hypothesis Dusts in drilled hole weaken the adhesive-concrete interface.
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Preliminary tests 8.9 9.0 5.6 Hole Condition: C - Clean U - Dusty
Interface: S - Smooth T - Threaded D - Dry W - Wet CTD CSW UTD 8.0 8.9 2.0 CSD CTW USD
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Creating threads in drilled holes
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The drilled hole with threads
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Concrete breakout Tension load Epoxy by adhesion and interlock
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Failure mode change
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Finite element analysis
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Summary Dusts in drilled hole weaken the adhesive- concrete interface
Creating threads in drilled holes The tunnels with concrete ceiling panels are safer
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Thank you for your supports.
1. UWM Research Foundation 2. UWM Prototyping Center 3. UWM The Advanced Analysis Facility 4. DeWalt
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Question?
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