A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Shearing strength of steel plates under torsion of box-girders
Torque tests of steel plates were carried out to determine torsional stiffness of box-girders; specimens were specified in plate thickness of 6 mm, width of 21 cm, and length of 1.75 m; SS-41 and SM-50-A steels were used; yielding strength of these are about 26 and 35 kg/sq cm, respectively; interactions of strength of plates between yielding stress in shear and buckling strength were obtained experimentally against ratio of plate width to plate thickness; shearing modulus of elasticity is obtained from stress measurements of plates and is compared to that which is calculated from actual torsional stiffness of girders. English summary.
Shearing strength of steel plates under torsion of box-girders
Torque tests of steel plates were carried out to determine torsional stiffness of box-girders; specimens were specified in plate thickness of 6 mm, width of 21 cm, and length of 1.75 m; SS-41 and SM-50-A steels were used; yielding strength of these are about 26 and 35 kg/sq cm, respectively; interactions of strength of plates between yielding stress in shear and buckling strength were obtained experimentally against ratio of plate width to plate thickness; shearing modulus of elasticity is obtained from stress measurements of plates and is compared to that which is calculated from actual torsional stiffness of girders. English summary.
Shearing strength of steel plates under torsion of box-girders
Japan Soc Civ Engrs -- Trans
Shimada, S. (author)
1965
17 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Torsion in steel spandrel girders
| Engineering Index Backfile | 1947
Torsion in Steel Spandrel Girders
| ASCE | 2021
Torsion in steel spandrel girders
| Engineering Index Backfile | 1946
| Engineering Index Backfile | 1967
| Engineering Index Backfile | 1952