Platt, Shawn
(2016)
Limit States for Bamboo Strips Bolted to Timber Members.
Master's Thesis, University of Pittsburgh.
(Unpublished)
Abstract
This paper presents an experimental program investigating the application of a laminated engineered bamboo strip material as an alternative means of repairing or retrofitting damaged timber structural members. This research involves the determination of characteristic properties including the open-hole tension capacity and the effects of staggered open-holes on the capacity of the engineered bamboo strip product. Limit states identified include gross and net section tension capacities, splitting and shear capacities of bolted connections and the effects of staggering bolts. The bamboo strips displayed reliable patterns of material behaviour. The application of the bamboo strip material is introduced in a pilot study repairing and reinforcing notched timber members.
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Details
Item Type: |
University of Pittsburgh ETD
|
Status: |
Unpublished |
Creators/Authors: |
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ETD Committee: |
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Date: |
25 January 2016 |
Date Type: |
Publication |
Defense Date: |
23 November 2015 |
Approval Date: |
25 January 2016 |
Submission Date: |
25 November 2015 |
Access Restriction: |
No restriction; Release the ETD for access worldwide immediately. |
Number of Pages: |
114 |
Institution: |
University of Pittsburgh |
Schools and Programs: |
Swanson School of Engineering > Civil and Environmental Engineering |
Degree: |
MS - Master of Science |
Thesis Type: |
Master's Thesis |
Refereed: |
Yes |
Uncontrolled Keywords: |
Bamboo, Limit States, Bolted, Engineered Bamboo, Lap Splice, Open Hole Capacity, Repairs, Sustainability |
Date Deposited: |
25 Jan 2016 15:39 |
Last Modified: |
15 Nov 2016 14:31 |
URI: |
http://d-scholarship.pitt.edu/id/eprint/26466 |
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