STUDIES OF THE BONDING BEHAVIOUR OF RIBBED CONCRETE STEELS WITH A LONG EMBEDMENT LENGTH UNDER NON-STATIC LOADING

UNTERSUCHUNGEN UEBER DAS VERBUNDVERHALTEN GERIPPTER BETONSTAEHLE MIT LANGER EINBETTUNGSLAENGE BEI NICHT RUHENDER BELASTUNG

TESTS ARE TO BE CARRIED OUT TO SEE HOW, GIVEN AN AVERAGE BAR DIAMETER AND AN AVERAGE QUALITY CONCRETE, THE RESULTS OBTAINED FROM EXTRACTED SAMPLES HAVING A SHORT EMBEDMENT LENGTH CAN BE APPLIED TO LONG EMBEDMENT LENGTHS. CLARIFICATION OF THIS QUESTION IS A BASIC PREREQUISITE FOR THE THEORETICAL SOLUTION OF THE PROBLEM OF INTERSECTING ANCHORS UNDER REPEATED LOADING, WHICH IS TO BE STUDIED LATER. THE RESULTS WILL BE CONSIDERED FOR THE NEW VERSION OF THE REINFORCED CONCRETE SPECIFICATIONS DIN 1045.

    Language

    • German

    Project

    • Status: Completed
    • Sponsor Organizations:

      INNENMINISTERIUM DES LANDES NORDRHEIN-WESTFALEN

      KARLTOR 8
      DUSSELDORF,   Germany  D-4000
    • Project Managers:

      REHM, G

    • Performing Organizations:

      TECHNISCHE UNIV. BRAUNSCHWEIG, INST. FUER BAUSTOFFKUNDE UND STAHLBETONBAU (TECHNICAL UNIVERSITY OF BRUNSWICK INSTITUTE FOR CONSTRUCTION MATERIALS AND REINFORCED CONCRETE)

      BEETHOVENSTR. 52
      BRAUNSCHWEIG,   Germany  D-3300
    • Start Date: 19700000
    • Expected Completion Date: 0
    • Actual Completion Date: 19760000
    • Source Data: ITRD D700757

    Subject/Index Terms

    Filing Info

    • Accession Number: 01304207
    • Record Type: Research project
    • Source Agency: Bundesanstalt für Straßenwesen (BASt)
    • Files: ITRD
    • Created Date: Nov 21 2010 9:49AM