The influence of the parameter φ/ρeff on crack widths

Structural Concrete

Volumn 6, Issue 4, 2005, Pages 155-165

  Beeby, A W ⁱ   Ålander, Casper ^a   Cairns, John ^b   Eligehausen, Rolf ^c   Mayer, Utz ^c   Lettow, Steffen ^c   Ferretti, Daniele ^d   Iori, Ivo ^d   Gambarova, Pietro ^e   Bamonte, Patrick ^e   Giuriani, Ezio ^f   Plizzari, Giovanni ^g   Pantazopoulou, Stavroula ^h   Tastani, Souzana ^h  

^a Ruukki Metals   (Finland)

^b HERIOT WATT UNIVERSITY   (United Kingdom)

^c UNIVERSITY OF STUTTGART   (Germany)

^d UNIVERSITY OF PARMA   (Italy)

^e POLITECNICO DI MILANO   (Italy)

^f UNIVERSITY OF BRESCIA   (Italy)

^g UNIVERSITY OF BERGAMO   (Italy)

^h DEMOCRITUS UNIVERSITY OF THRACE   (Greece)

ⁱ UNIVERSITY OF LEEDS   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

BONDING; REINFORCED CONCRETE; STRUCTURAL ANALYSIS;

BOND CHARACTERISTICS; CRACK WIDTHS; SHALLOW BEAMS;

CRACK PROPAGATION;

EID: 30644475966     PISSN: 14644177     EISSN: 14644177     Source Type: Journal    
DOI: 10.1680/stco.2005.6.4.155     Document Type: Review

References (29)

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