Access the full text.
Sign up today, get DeepDyve free for 14 days.
J. Olsen, T. Pregartner, A. Lamanna (2012)
Basis for Design of Screw Anchors in ConcreteAci Structural Journal, 109
R. Eligehausen, R. Mallee, J. Silva (2006)
Anchorage in Concrete Construction
(2018)
Analyzing the failure mechanisms and developing strength prediction models for concrete expansion and screw anchors in tension
(2017)
Wedge-Bolt ® þ screw anchor brochure
A. Mohyeddin, E. Gad, S. Aria, Jessey Lee (2020)
Effect of thread profile on tensile performance of screw anchors in non-cracked concreteConstruction and Building Materials, 237
(2016)
Anchoring and fastening systems for concrete þ masonry C-A-2016 catalog
(2017)
Anchor Fastening Technical Guide Ed
A. Mohyeddin, E. Gad, K. Yangdon, R. Khandu, Jessey Lee (2016)
Tensile load capacity of screw anchors in early age concreteConstruction and Building Materials, 127
A. Mohyeddin, E. Gad, Jessey Lee (2019)
Failure modes and tensile strength of screw anchors in non-cracked concreteConstruction and Building Materials
W. Fuchs, R. Eligehausen, J. Breen (1995)
CONCRETE CAPACITY DESIGN (CCD) APPROACH FOR FASTENING TO CONCRETEAci Structural Journal, 92
(2018)
Analyzing the failure mechanisms and developing strength prediction models for concrete expansion and screw anchors in tension. Doctoral Dissertation
R. Poston, B. Rabbat, S. Alcocer, N. Anderson, F. Barth, K. Bondy, Dean Browning, N. Cleland, W. Corley, C. Dolan, A. Fiorato, C. French, R. Frosch, Luis García, S. Ghosh, H. Gleich, James Harris, T. Holland, J. Jirsa, D. Kelly, G. Klein, R. Klemencic, Cary Kopczynski, C. Lobo, J. Moehle, G. Parra-Montesinos, J. Ramirez, D. Rogowsky, D. Sanders, G. Santana, T. Schaeffer, Andrew Taylor, Eric Tolles, J. Wight, S. Wood, L. Wyllie, F. Bartlett, A. Bommer, J. Browning, R. Cook, D. Darwin, L. Feldman, K. Folliard, R. Hooton, K. Hover, S. Kosmatka, M. Kreger, J. Krohn, D. Kuchma, A. Lepage, L. Lutz, J. Maffei, Fred Meyer, D. Mitchell, T. Mize, S. Nakaki, T. Neff, Viral Patel, C. Paulson, J. Pincheira, Mario Rodriguez, B. Russell, M. Saiidi, A. Schokker, J. Stanton, R. Stark, J. Wallace, M. Brewer, L. Fargier-Gabaldón, A. Giovambattista, Héctor Hernández, A. Herrera, P. Placencia, Oscar Ramirez, F. Stucchi, F. Yáñez, J. Breen, N. Hawkins, J. Macgregor, R. Mast, C. Salmon (2011)
BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-11) AND COMMENTARY
(2004)
Load-bearing behavior of screw anchors under axial tension
A modified concrete capacity design method is available to predict the ultimate tensile strength (Nu) of screw anchors. Screw anchors commonly fail in a combination of concrete breakout and pullout modes. This combined mode is not distinguished from the breakout mode in the modified concrete capacity design method, which may cause confusions to designers. To investigate the Nu of the combined mode (Ncomb), this study included 144 unconfined tension tests on screw anchors from three manufacturers in three diameters and two effective embedment depths (hef) per diameter. Approximately 80% of the tested anchors failed in the combined mode. The differences in Ncomb among the three manufacturers were insignificant despite their varied thread design. Ncomb was found to be linearly correlated to the parameter hef1.3 but was found independent of the anchor diameter. A regression model was developed to specifically predict Ncomb. The model showed a good fit with the test results.
Advances in Structural Engineering – SAGE
Published: Oct 1, 2020
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.