Flexural Experiment of PSC-Steel Mixed Girders and Evaluation for Analyses on Tangentional Stiffness of Connection
| Autor: | Kwang-Hoe Jung, Sung-Won Yoo, Kwang-Soo Kim, Chungwook Sim |
|---|---|
| Rok vydání: | 2008 |
| Předmět: |
Engineering
Ultimate load business.industry Materials Science (miscellaneous) Stiffness Building and Construction Slip (materials science) Structural engineering law.invention Shear (sheet metal) Prestressed concrete Flexural strength Mechanics of Materials law Girder Ultimate tensile strength medicine medicine.symptom Composite material business Civil and Structural Engineering |
| Zdroj: | Journal of the Korea Concrete Institute. 20:231-237 |
| ISSN: | 1229-5515 |
| DOI: | 10.4334/jkci.2008.20.2.231 |
| Popis: | This study was performed to evaluate joint behavior of prestressed concrete(PSC)-steel mixed girders through the flexural test of 14 beams according to embedded length, amount of reinforcing steel, stud arrangement, and prestressing force. All test beams were failed by turns of desertion of reinforcing steel, stud, and steel plate. From test results, prestressing force was more effective on performance of connection than stud arrangement and reinforcing steel. And the spacing of stud is also more effective than embedding length. This paper also presented 3D nonlinear analysis considering the slip of composite section as well as the static load tests of PSC-steel mixed girders. According to the slip modulus, the nonlinear analysis showed that the behavior of hybrid girders could be divided into three parts as full-composite, partial-composite and non-composite. However, the experimental results showed that the PSC-steel hybrid girders with shear connectors took the part of partial composite action in ultimate load stage. In addition, it was founded that stud shear connectors and welded reinforcements were contributed to improve the ultimate strength of hybrid girders for about 20%. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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