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A platform for research: civil engineering, architecture and urbanism
Optimum design of mixed steel composite girders
Investigation of use of variety of steel strengths in continuous, welded, composite plate girder bridges to produce minimum cost structures; solution reported obtains optimum design of girder subject to standard specifications of AASHO; span lengths, material properties, concrete deck dimensions, and cost information on steel types and on splicing operations must be given; capability selects optimum combination of web height, flange width, plate thicknesses, and arrangement of steel types for continuous girder of constant depth; iterative scheme is used between material and splice location selection and determination of best web depth and flange width; results are given for example problems considering seven available steels for sign of composite plate girder.
Optimum design of mixed steel composite girders
Investigation of use of variety of steel strengths in continuous, welded, composite plate girder bridges to produce minimum cost structures; solution reported obtains optimum design of girder subject to standard specifications of AASHO; span lengths, material properties, concrete deck dimensions, and cost information on steel types and on splicing operations must be given; capability selects optimum combination of web height, flange width, plate thicknesses, and arrangement of steel types for continuous girder of constant depth; iterative scheme is used between material and splice location selection and determination of best web depth and flange width; results are given for example problems considering seven available steels for sign of composite plate girder.
Optimum design of mixed steel composite girders
ASCE -- Proc (J Structural Div)
Goble, G.G. (author) / DeSantis, P.V. (author)
1966
19 pages
Article (Journal)
English
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