Variation In Web-Shear Capacity of Hollow-Core Slabs With Filled Cores
2020-06
Loading...
View/Download File
Persistent link to this item
Statistics
View StatisticsJournal Title
Journal ISSN
Volume Title
Title
Variation In Web-Shear Capacity of Hollow-Core Slabs With Filled Cores
Authors
Published Date
2020-06
Publisher
Type
Thesis or Dissertation
Abstract
The web-shear capacity of hollow-core slabs both with and without concrete or grout core-fill material, as well as slabs that were cast with a solid extruded core (i.e., with one of the voids omitted), was experimentally investigated using two different hollow-core slab geometries to evaluate how the fill material affected the shear capacity. The shear demand at failure was compared to five different methods of predicting the shear capacity of hollow-core slabs: ACI 318 (2014), the AASHTO (2017) sectional design model, a method proposed by Lin Yang (1994), the EN 1168 (2011) general method, and the EN 1168 (2011) simplified method. Additionally, a web-shear capacity prediction method was proposed based on the ACI-ASCE Committee 326 (1962) report on shear and diagonal tension.
Keywords
Description
University of Minnesota M.S. thesis.June 2020. Major: Civil Engineering. Advisor: Benjamin Dymond. 1 computer file (PDF); xxv, 324 pages.
Related to
Replaces
License
Series/Report Number
Funding information
Isbn identifier
Doi identifier
Previously Published Citation
Suggested citation
Asperheim, Scott. (2020). Variation In Web-Shear Capacity of Hollow-Core Slabs With Filled Cores. Retrieved from the University Digital Conservancy, https://hdl.handle.net/11299/216093.
Content distributed via the University Digital Conservancy may be subject to additional license and use restrictions applied by the depositor. By using these files, users agree to the Terms of Use. Materials in the UDC may contain content that is disturbing and/or harmful. For more information, please see our statement on harmful content in digital repositories.