Crack control - The performance of current calculation models compared to theoretical studies on long bond lengths

Keep Concrete Attractive - Proceedings of the fib Symposium 2005

Volumn 2, Issue , 2005, Pages 705-710

  Eckfeldt, Lars ^a  

^a DRESDEN UNIVERSITY OF TECHNOLOGY   (Germany)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETES;

CALCULATION MODELS; CRACK CONTROL; CRACK WIDTH; EMPIRICAL FINDINGS; THEORETICAL STUDY;

CRACKS;

EID: 85009275380     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (6)

1. Beeby, A. W. (2004), "The Influence of the Parameter ø/pgon Crack Widths." Structural Concrete-Journal of thefib., pp. 71-85
2. Eckfeldt, L(2003).,Der Fraktilwert von Rissbreitenberechnungsmodellen (und andere Mysterien)."(Gennan). Proceedings of the I th Dresdner Probabalistik Symposium, Dresden
3. Goto, Y. and Otsuka, K.(1980), "Experimental Studies on Cracks Fonned in Concrete around Deformed Tension Bars." Japan, pp. 85-100
4. Martin, H.; SchieBl, P.; Schwarzkopf, M.(1980),Berechnungsverfahren fir Rissbreiten aus Lastbeaispruchung." (Gennan). Hefireihe Forschung, Straflenbau und Straflen-verkehrstechnik. Heft 309. Bundesministerium ffir Verkehr, Bonn-Bad Godesberg,
5. Reinhardt, H. W. and van der Veen, C.(1992), "Splitting Failure of A Strain-Softening Material Due to Bond Stresses." In: Application of Fracture Mechanis to Reinforced Concrete. London and New York: Elsevier
6. Tepfers, R (1973)., "A Theory of Bond Applied to Overlapped Tensile Reinforcement Splices for De-'formed Bars." Publication 73: 2, Division of Concrete Structures. Chalmers Univei-'sity of Technology, Goteborg,