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Deflections of partially composite beams with linear connector density

✍ Scribed by Nabeel Abdulrazzaq Jasim


Publisher
Elsevier Science
Year
1999
Tongue
English
Weight
140 KB
Volume
49
Category
Article
ISSN
0143-974X

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This paper deals with a numerical model for the time-dependent analysis of steel and concrete composite beams with partial shear connection. A linear partial interaction theory is adopted in formulation of slip behavior, and a linear load-slip relation is assumed for computational convenience. On th

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## Abstract The use of the conventional semi‐analytical stiffness method in finite element analysis, in which interpolation polynomials are used to develop the stiffness relationships, leads to problems of curvature locking when beam‐type elements are developed for composite members with partial in