Deflections of Composite Beams with Partial Shear Connection

Author: Abdulrazzaq Jasim, N;Mohamad Ali, A A

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Deflections of Composite Beams with Partial Shear Connection

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Author
Abdulrazzaq Jasim, N;Mohamad Ali, A A
Date published
N/A
Price

Standard: £10 + VAT
Members/Subscribers: Free

The Structural Engineer
Author

Abdulrazzaq Jasim, N;Mohamad Ali, A A

Citation

The Structural Engineer, Volume 75, Issue 4, 1997

Date published

N/A

Author

Abdulrazzaq Jasim, N;Mohamad Ali, A A

Citation

The Structural Engineer, Volume 75, Issue 4, 1997

Price

Standard: £10 + VAT
Members/Subscribers: Free

A linear partial interaction analysis is applied to determine the deflections at midspan of simply supported composite beams with partial shear connection under dlfSerent cases of loading. The results are presented in a general form and so arranged that these deflections are defined as a ratio of the corresponding deflections
of the equivalent fully composite beams. It is found that such an arrangement leads to expressions which have the same numerical values. Consequently, a general design chart is constructed which facilitates the determination of the central deflections of simply
supported composite beams with partial shear connection. This chart can be used irrespective of variations in the type of loading, beam geometry or material properties.

N. Abdulrazzaq and A.A. Mohammed Ali

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PDF
Publisher:
The Institution of Structural Engineers

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