Experimental investigations on bond behaviour of reinforced concrete under transverse tension and repeated loading

Engineering Structures

Volumn 31, Issue 7, 2009, Pages 1469-1476

  Lindorf, A ^a   Lemnitzer, L ^a   Curbach, M ^a  

^a DRESDEN UNIVERSITY OF TECHNOLOGY   (Germany)

Author keywords

Bond behaviour; Fatigue of bond; High cyclic loading; Longitudinal cracking; Pull out test; Transverse tension

Indexed keywords

BOND BEHAVIOUR; FATIGUE OF BOND; HIGH CYCLIC LOADING; LONGITUDINAL CRACKING; PULL-OUT TEST; TRANSVERSE TENSION;

BARS (METAL); BUILDING MATERIALS; CYCLIC LOADS; LOADING; REINFORCED CONCRETE; TENSILE STRENGTH; TESTING;

CRACKS;

CRACKING; CYCLIC LOADING; EARTHQUAKE ENGINEERING; EXPERIMENTAL STUDY; PULLOUT TEST; REINFORCED CONCRETE; STRUCTURAL RESPONSE; TENSION;

EID: 68649086397     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2009.02.025     Document Type: Article

References (11)

1. Saadeghvaziri M.A., and Hadidi R. Transverse cracking of concrete bridge decks: Effects of design factors. J Bridge Eng 10 5 (2005) 511-519
2. Balázs G.L. Fatigue of bond. ACI Materials Journal 88 6 (1991) 620-629
3. Rehm G., and Eligehausen R. Bond of ribbed bars under high cycle repeated loads. ACI J 76 2 (1979) 297-309
4. Comité Euro-International du Béton. CEB-FIP model code 1990: Design code (1993), Thomas Telford, London
5. Koch R., and Balázs G.L. Slip increase under cyclic and long term loading. Otto-Graf-Journal 4 (1993) 160-191
6. Eibl J., Akkermann J., Idda K., and Lucero-Cimas H.N. Rotational behaviour of reinforced concrete corners and bond under lateral tension. Comité Euro-international du Béton. Ductility of reinforced concrete structures. Bulletin d'Information 242 (1998) 259-273
7. Idda K. Verbundverhalten von Betonrippenstählen bei Querzug (Bond behaviour of ribbed bars under transverse tension). Ph.D. thesis. Karlsruhe: Universität Karlsruhe (TH), 1999 [in German]
8. Lindorf A., and Lemnitzer L. Rissbreiten im Grenzzustand der Gebrauchs- tauglichkeit (Crack widths in serviceability limit states). In: Curbach M., Häußler-Combe U., and Mechtcherine V. (Eds). Beiträge zum 48. Forschungskolloquium des DAfStb (2007), TU Dresden, Dresden 35-50 [in German]
9. Deutsches Institut für Normung. DIN 1045-1:2001-07: Concrete, reinforced and prestressed concrete structures-Part 1: Design (2001), Beuth, Berlin
10. Schläfli M. Ermüdung von Brückenfahrbahnplatten aus Stahlbeton (Fatigue of reinforced concrete bridge decks). Ph.D. thesis. Lausanne: Ecole Polytechnique Fédérale de Lausanne; 1999 [in German]
11. Lemnitzer L., Eckfeldt L., Lindorf A., and Curbach M. Biaxial tensile strength of concrete-answers from statistics. In: Walraven J.C., and Stoelhorst D. (Eds). Tailor made concrete structures: New solutions for our society. Proceedings of the international fib symposium 2008 (2008), CRC Press/Balkema, Amsterdam 1101-1102