Time-dependent analysis of partially prestressed continuous composite beams

Proceedings - 2nd International PhD Symposium in Civil Engineering

Volumn , Issue , 1998, Pages 62-69

  Sakr, M ^a   Lapos, J ^a  

^a SLOVAK UNIVERSITY OF TECHNOLOGY   (Slovakia)

Author keywords

Composite; Continuous beams; Cracking; Creep; Flexible connection; Prestressed

Indexed keywords

COMPOSITE BEAMS AND GIRDERS; COMPOSITE MATERIALS; CONCRETE SLABS; CONCRETES; CRACK INITIATION; CRACKS; CREEP; ITERATIVE METHODS; SHEAR FLOW;

CONSTITUTIVE RELATIONS; CONSTITUTIVE RELATIONSHIPS; CONTINUOUS BEAMS; CONTINUOUS COMPOSITE BEAMS; DEFORMABLE SHEAR CONNECTION; FLEXIBLE CONNECTIONS; PRE-STRESSED; TIME-DEPENDENT ANALYSIS;

FINITE ELEMENT METHOD;

EID: 84903441874     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (4)

1. Bazant, Z. P.(1972). "Prediction of concrete creep effects using age adjusted effective modulus methods." American Concrete Jnstitution Journal, 69(4), 212-217.
2. Dezi, L., and Tarantino, A. M.(1993). "Creep in composite continuous beams. I TheoretiCal treatment." Joumal of the Stroctural Engineering, Vol. 119, No. 7, 2095-2111.
3. Dezi, L., Leoni, G., and Tarantino, A. M.(1995). "Time dependent analysis of prestressed composite beams." Joumal of Stroctural Engineering, Vol 121, No. 4, 621-633.
4. Gilbert, R. J., and Bradford, A(1995). "Time-dependent behaviour of continuous composite beams at service loads." Joumal of Stroctural Engineering, Vol 121, No. 2, 319-327.