Abstract
The performance of post-installed anchors subjected to combined tension and shear loads is investigated experimentally in terms of strength and displacement. Monotonic loading tests subjected to different loading angles between 0 and 90 degrees are performed for specimens with hexagonal section. Experimental strengths are compared with calculated strengths based on design codes and interaction curves. Anchor displacements at different load levels are investigated to examine current design code or guideline. In addition, an interpolation method is proposed to estimate anchor displacements under combined action using those under single-component action. The proposed method interpolates experimental anchor displacements at design strength levels appropriately, and thus can be used to evaluate the rigidity of post-installed anchor connections.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: Journal of the Architectural Institute of Korea Structure & Construction
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
