Shear Behaviour and Analysis of Partially Prestressed I-Girders

Author: Tan, K H;Tong, K

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Shear Behaviour and Analysis of Partially Prestressed I-Girders

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Author
Tan, K H;Tong, K
Date published
N/A
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Standard: £10 + VAT
Members/Subscribers: Free

The Structural Engineer
Author

Tan, K H;Tong, K

Citation

The Structural Engineer, Volume 77, Issue 23, 1999

Date published

N/A

Author

Tan, K H;Tong, K

Citation

The Structural Engineer, Volume 77, Issue 23, 1999

Price

Standard: £10 + VAT
Members/Subscribers: Free

Six large, pretensioned concrete girders of I-shape cross-section were tested to failure. Two parameters were introduced, i.e. shearspan- to-effective-depth ratio and partial prestressing ratio. The test results are timely and useful, as, to the authors’ knowledge, there is no current Code provision for the design of prestressed deep girders. A strut-and-tie approach is also proposed, and the failure criteria are based on Mohr-Coulomb’s equation for biaxial compression-tension stress state and Kupfer's equations for biaxial compression-compression stress state. The accuracy of
the method is verifled by experimental results from six girders. Comparison study shows that the model predictions are in good agreement with test results.

K.H. Tan and K. Tong

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Format:
PDF
Publisher:
The Institution of Structural Engineers

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Issue 23/24

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