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University of Illinois at Urbana-Champaign
Shear Behavior and Capacity of Large Scale Prestressed High Strength Concrete Bulb -Tee Girders
Abstract
dc:descriptionBased on the measured test results, an analytical model, Crack Displacement Field Theory (CDFT), was developed for predicting the shear response of prestressed/reinforced concrete members. Compared to other existing models, it could capture the discrete displacement due to crack opening and crack slip along crack surface and can take account the variation of stresses in reinforcement due to bond. Good agreements were achieved between the model predictions and test results.
Degree
thesis:*- Name thesis:degree_name
- Ph.D.
- Level thesis:degree_level
- Dissertation
- Discipline thesis:degree_discipline
- Civil Engineering
- Grantor
- University of Illinois at Urbana-Champaign
- Year dc:date
- 2015
Author and committee
dc:creator, dc:contributor.*- Author dc:creator
-
- Sun, Shaoyun
- Contributors dc:contributor
-
- Kuchma, Daniel A.
Subjects
dc:subject × 1Rights
- Language dc:language
- eng
Identifiers
dc:identifier.*- Identifier
- (MiAaPQ)AAI3290466
- OAI identifier oai:identifier
- oai:www.ideals.illinois.edu:2142/83354