STRENGTH, DEFORMABILITY AND CREEP OF CONCRETE IN TENSION FOLLOWED BY TORSION

PROCHNOST, DEFORMATIVNOST I POLZUCHEST BETONA PRI RASTYAZHENII S POSLEDUYUSHCHIM KRUCHENIEM

Micro concrete pipes, 20,4 cm in external diameter, with 2 cm-thick walls and 80 cm long were subjected to tests. Test results showed that tensile stress results in a decrease in torsional strength and in an increase in deformations, whether the loads be dynamic or static. /TRRL/

  • Corporate Authors:

    Mezhdunarodanya Kniga

    Smolenskaja Ploscad 32/34
    Moscow G-200,   USSR 
  • Authors:
    • Karapetyan, K S
    • Kotikyani, R A
  • Publication Date: 1972-7

Language

  • Russian

Media Info

  • Features: Figures; Photos; References; Tables;
  • Pagination: p. 31-34
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00125254
  • Record Type: Publication
  • Source Agency: Laboratoire Central des Ponts et Chausees (LCPC)
  • Files: ITRD, TRIS
  • Created Date: Dec 3 1975 12:00AM