Discussion of "tension stiffening in lightly reinforced concrete slabs" by R. Ian Gilbert

Journal of Structural Engineering

Volumn 134, Issue 7, 2008, Pages 1259-1260

  Bischoff, Peter H ^a  

^a UNIVERSITY OF NEW BRUNSWICK   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 45249093863     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2008)134:7(1259)     Document Type: Note

References (18)

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2. Bischoff, P. H., and Paixao, R. (2004). " Tension stiffening and cracking of concrete reinforced with glass fiber reinforced polymer (GFRP) bars.." Can. J. Civ. Eng., 31 (4), 579-588.
3. Bischoff, P. H., and Scanlon, A. (2007). " Effective moment of inertia for calculating deflections of concrete members containing steel reinforcement and fiber-reinforced polymer reinforcement.." ACI Struct. J., 104 (1), 68-75.
4. Branson, D. E. (1965). " Instantaneous and time-dependent deflections of simple and continuous reinforced concrete beams.," HPR Rep. No. 7, Part 1, Alabama Highway Dept., Bureau of Public Roads, Ala.
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9. European Committee for Standardization (CEN). (2004). " Eurocode 2: Design of Concrete Structures-Part 1-1: General Rules for Buildings.." European Standard, DD EN 1992-1-1: 2004, Brussels.
10. Gilbert, R. I. (1999). " Deflection calculation for reinforced concrete structures-Why we sometimes get it wrong.." ACI Struct. J., 96 (6), 1027-1032.
11. Gilbert, R. I. (2006). " Discussion of Reevaluation of deflection prediction for concrete beams reinforced with steel and FRP bars' by Peter H. Bischoff.." J. Struct. Eng., 132 (8), 1328-1330.
12. Leonhardt, F. (1977). " Crack control in concrete structures.." IABSE Surveys, No. S-4/77, International Association for Bridge and Structural Engineering, Zurich.
13. Murashev, V. I. (1957). " Calculation of crack width in, and flexural rigidity of, reinforced concrete members subjected to bending.." Symp. on Bond and Crack Formation in Reinforced Concrete, Vol. 3, RILEM, Stockholm, 137-143.
14. Murashev, V. I., Sigalov, E. E., and Baikov, V. N. (1971). Design of reinforced concrete structures, 2nd Ed., Translation of Zhelezobetonnye konstruktsii, MIR Publishers, Moscow.
15. Nemirovsky, J. M. (1949). " Rigidity of flexural loaded reinforced concrete members and opening of cracks.." Central Research Institute for Building Design (TsNIPS), Research Results for Conventional and Prestressed Reinforced Concrete Construction, Collected Papers, Stroiisdat, State Publication for Construction Literature, Moscow.
16. Rao, P. S. (1966). " Die Grundlagen zur Berechnung der bei statisch unbestimmten Stahlbetonkonstruktionen im plastischen Bereich auftretenden Umlagerungen der Schnittkräfte (Basic laws governing moment redistribution in statically indeterminate reinforced concrete structures).." DAfStb, Vol. 177, Ernst & Sohn, Berlin.
17. Scanlon, A., and Bischoff, P. H. (2008). " Shrinkage restraint and loading history effects on deflection of flexural members.." ACI Struct. J., in press.
18. Scanlon, A., and Murray, D. W. (1982). " Practical calculation of two-way slab deflections.." Concr. Int.: Des. Constr., 4 (11), 43-50.