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About Shear Capacity of Circular Concrete Sections
This document is John Orr's final year dissertation for his MEng in Civil Engineering at the University of Bath in 2009. The dissertation investigates the shear capacity of circular concrete sections, as the introduction of the Eurocodes has adopted a new variable angle truss model for shear design that is less clear for irregular sections like circles. Through a literature review and analysis, John derives a new design approach for circular concrete members under shear loading using the Eurocode variable angle truss model. He assesses previous test data and code guidance, and provides recommendations to help inform future UK design practice for shear in circular concrete sections.
Detailed Information
| Author: | ['patricklim1982'] |
|---|---|
| Publication Year: | 2017 |
| Pages: | 14 |
| Language: | English |
| Format: | |
| Price: | FREE |
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