FAILURE OF ARCHES UNDER VARIABLE REPEATED LOADING

THE THEORETICAL ANALYSIS OF THE SHAKEDOWN LOADING OF STRUCTURES APPLYING A BENDING MOMENT AND AN AXIAL THRUST IS DESCRIBED, AND THE LOADS ARE CALCULATED FOR TWO HINGED STEEL CIRCULAR ARCHES WITH I, BOX, OR RECTANGULAR CROSS SECTIONS. THE CALCULATED RESULTS FOR CONCENTRATED, UNIFORMLY DISTRIBUTED, AND THEIR COMBINED LOADINGS ARE COMPARED FOR THE MINIMUM STATIC COLLAPSE LOAD, SHAKEDOWN LOAD, AND ALTERNATIVE PLASTICITY LOAD. /AUTHOR/

• Corporate Authors:

  International Association for Bridge and Structural Engineering

  ETH-Honggerberg, Wolfgang-Pauli-Strasse 15
  Zurich 8093,   Switzerland  CH-8093
• Authors:
  • Fukumoto, Y
  • YOSHIDA, H
• Publication Date: 1970

Language

• English

Media Info

• Features: Figures; References; Tables;
• Pagination: p. 15-40
• Serial:
  • Publication of: Kajima Inst Constr Tech /Japan/
  • Issue Number: 30
  • Publisher: Kajima Inst Constr Tech /Japan

Subject/Index Terms

• TRT Terms: Accelerated tests; Arches; Failure; Plasticity; Repeated loads; Steel
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00210140
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• Files: TRIS
• Created Date: May 7 1973 12:00AM