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:
  • Beton I Zhelezobeton
  • Issue Number: 7

Subject/Index Terms

• TRT Terms: Concrete; Concrete pipe; Creep; Deformation; Modulus of deformation; Pipe; Strength of materials; Stresses; Tension; Tests; Torsion
• Uncontrolled Terms: Tensile stress
• Old TRIS Terms: Concrete creep
• Subject Areas: Highways; Materials; Planning and Forecasting; I32: Concrete; I72: Traffic and Transport Planning;

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