A computer model versus design code methods: Long-term deflection analysis of lightly reinforced concrete members

Structural Concrete and Time - Proceedings of the fib Symposium

Volumn 1, Issue , 2005, Pages 469-476

  Kaklauskas, G ^a   Bacinskas, D ^a   Vainiunas, P ^a   Zamblauskaite, R ^a  

^a VILNIUS GEDIMINAS TECHNICAL UNIVERSITY   (Lithuania)

Author keywords

[No Author keywords available]

Indexed keywords

CRACKS; DEFLECTION (STRUCTURES); REINFORCED CONCRETE;

CONSTITUTIVE RELATIONSHIPS; CRACKED CROSS SECTIONS; DEFLECTION CALCULATIONS; FLEXURAL REINFORCED CONCRETE MEMBERS; LIGHTLY REINFORCED CONCRETES; LONG-TERM DEFLECTIONS; REASONABLE ACCURACY; TIME-DEPENDENT ANALYSIS;

CONCRETES;

EID: 85009230830     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (10)

1. ACI Committee 318 (1995), "Building Code Requirements tor Reintorced Concrete and Commentary (ACI 318-95/ACI 318R-95)", American Concrete Institute (ACI), Farmington Hills, Michigan. 369 p.
2. Eurocode2 (2001), " Design of Concrete Structures-Part 1 : General Rules and Rules tor Build ings", prEN 1992-1, European Committee tor Standardization, Brussels, 230 p.
3. Kaklauskas, G. (2004), "Flexural Layered Detormational Model of Reintorced Concrete Members", Magazine of Concrete Research, Vol. 56, No 10, pp. 575-584.
4. Kaklauskas, G. and Ghaboussi J. (2001), "Stress-Strain Relations tor Cracked Tensile Concrete trom RC Beam Tests", ASCE Journal of Structural Engineering, Vol. 127, No 1, pp. 64-73.
5. Bacinskas, D., Vainiunas P., Kaklauskas G., Zamblauskaite R. and Kondratenko D. (2005), "ShortTerm and Long-Term Detormation Analysis of Prestressed Concrete Beams", Proceedings of fib Symposium "Structural Concrete and Time", Sept. 28-30, La Plata, Argentina. (to be published).
6. Kaklauskas, G. and Bacinskas, D. (2000), "Deflection Predictions tor Lightly Reintorced Concrete Beams Using Different Constitutive Relationships and Methods", Civil Engineering (Statyba), Vol. VI, No 1, pp. 3-10.
7. Scott, R.H. and Beeby A.W. (2005), "Long-Term Tension-Stiffening Effects in Concrete", A CI Structural Journal, Vol. 102, No 1, pp. 31-39.
8. Bacinskas, D. (2001), "Integral Model tor Long-Term Detormational Analysis of Flexural Reintorced Concrete Members", Summary of PhD thesis, Vilnius Gediminas Technical Uni1.ersity, Lithuania. 40 p.
9. Hognestad, E. (1951), "A Study of Combined Bending and Axial Load in Reintorced Concrete Members", Biulletin 399, University of lllinois Engineering Experiment Station, Urbana, 111. 128 p.
10. Figarovskij, V.V. (1962), "Increase of Deflections of Reintorced Concrete Beams under Sustained Load", Concrete and Reinforced Concrete, No 11, pp. 501-503 (in Russian).