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- W632948813 abstract "The terms of the element stiffness matrix have been investigated for a range of elements having different degrees of taper. The results have been favourably compared with those obtained from numerical integration within a certain range for the degree of taper, n. The mathematical expressions are not valid when the degree of taper is zero and the accuracy of the results is unsatisfactory if n is less than 0.05. Further, for high degrees of taper, the validity of the use of simple beam theory comes into question. It is difficult to be precise on this point, but it is doubtful that the results should be used on sections with a degree of taper in excess of 3. While the limitations of the present study are appreciated, the work presented does represent an efficient stiffness matrix for a linearly tapered rectangular section beam. The paper has simply concentrated on the nature of the element stiffness matrix and in application it would also be necessary to deal with the appropriate fixed end moment solution, in using the work in a general stiffness method of matrix analysis of structures. (TRRL)" @default.
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- W632948813 date "1984-01-01" @default.
- W632948813 modified "2023-09-27" @default.
- W632948813 title "ELEMENT STIFFNESS MATRICES FOR NON-PRISMATIC BEAMS. ACMSM 9; THE NINTH AUSTRALASIAN CONFERENCE ON THE MECHANICS OF STRUCTURES AND MATERIALS, 29-31 AUGUST 1984, UNIVERSITY OF SYDNEY" @default.
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