1 |
Kaklauskas, G. (2004), "Flexural layered deformational model of reinforced concrete members", Mag. Concrete Res., 56(10), 575-584.
DOI
ScienceOn
|
2 |
Kaklauskas, G., Gribniak, V. and Bacinskas, D. (2008), Discussion of "Tension Stiffening in Lightly Reinforced Concrete Slabs" by R. Ian Gilbert, J. Struct. Eng., 113(6), 1261-1262.
|
3 |
Kaklauskas, G. and Gribniak, V. (2011a), "Eliminating shrinkage effect from moment curvature and tension Stiffening relationships of reinforced concrete members", J. Struct. Eng., 137(12), 1460-1469.
DOI
|
4 |
Kaklauskas, G., Gribniak, V. and Girdzius, R. (2011b), "Average stress-average strain tension-stiffening relationships based on provisions of design codes", J. Zhejiang University-Science A, 12(10), 731-736.
DOI
|
5 |
Kaklauskas, G., Gribniak, V., Salys, D., Sokolov, A. and Meskenas, A. (2011c), "Tension-Stiffening Model Attributed to Tensile Reinforcement for Concrete Flexural Members", Paper presented at the Twelfth East Asia-Pacific Conference on Structural Engineering and Construction.
|
6 |
Perez Caldentey, A., Corres Peiretti, H., Petschke, T.P., Ezeberry Parrota, J.I. and Giraldo Soto, A. (2012), "Serviceability design of columns of long jointless structures", Eng. Struct., 44, 359-371.
DOI
|
7 |
Perez Caldentey, A., Corres Peiretti, H., Peset Iribarren, J. and Giraldo Soto, A. (2013), "Cracking of RC members revisited. Influence of cover, / eff and stirrup spacing, An Experimental and Theoretical Study", Struct. Concrete, 14(1), 69-78.
DOI
|
8 |
Srinivasa Rao, P. and Subrahmanyam, B.V. (1973), "Trisegmental moment curvature relations for reinforced concrete", ACI J. Proceedings, 70(5), 346-351.
|
9 |
Trost, H. (1967), "Implications of the Superposition Principlein Creep and Relaxation Problems for Concrete and Prestressed Concrete (Auswirkungen des Superpositionsprinzips auf Kriech- und Relaxations probleme bei Beton und Spannbeton)", Beton-und Stahlbetonbau (Berlin-Wilmersdorf), Heft 10, 230-238, 261-269 (in German).
|
10 |
Ghali, A., Favre, R. and Elbadry, M. (2012), "Concrete Structures. Stresses and Deformations: Analysis and Design for Service ability" (4 ed.), Spon Press. London, UK.
|
11 |
Collins, M.P., Mitchel, D., Perry, A. and Vecchio, F.J. (1996), "A general shear design method", ACI Struct. J., 93(1), 36-45.
|
12 |
EC-2 (2004), "Eurocode-2: Design of concrete structures - Part 1-1: General rules and rules for buildings",CEN. Brussels, B.
|
13 |
Gilbert, R.I. (2001), "Shrinkage, cracking and deflection - the service abillity of concrete structures", Elect. J. Struct. Eng., 1, 15-37.
|
14 |
Gilbert, R.I. (2007), "Tension stiffening in lightly reinforced concrete slabs", J. Struct. Eng., 133(6), 899-903.
DOI
ScienceOn
|
15 |
Gilbert, R.I. (2008), Clossure to "Tension stiffening in lightly reinforced concrete slabs", J. Struct. Eng., 133(6), 1264-1265.
|
16 |
Gribniak, V. (2009), "Shrinkage influence of tension-stiffening of concrete structures" (PhD Thesis) Vilnius Gediminas Technical University, Vilnius, Lithuania. (http://www.dart-europe.eu/full.php?id=182160)
|
17 |
Gribniak, V., Kaklauskas, G., Kacianauskas, R. and Kliukas, R. (2012), "Improving efficiency of inverse constitutive analysis of reinforced concrete flexural members", Scientific Res. Essays, 7(8), 923-938.
|
18 |
Kaklauskas, G. (2001), "Integral flexutal constitutive model for deformational analysis of concrete structures", Monograph. Vilnius: Vilnius Technika.
|
19 |
Gribniak, V., Cervenka, V. and Kaklauskas, G. (2013b), "Deflection prediction of reinforced concrete beams by design codes and computer simulation", Eng. Struct., 56, 2175-2186.
DOI
ScienceOn
|
20 |
Hsu, T.T.C. (1996), "Toward a unified nomenclature for reinforced-concrete theory", J. Struct. Eng., 122(3), 275-283.
DOI
|
21 |
ACI Committee 318 (2011), Building Code Requirements for Structural Concrete and Commentary, American Concrete Institute.
|
22 |
Bach, C. and Graf, O. (1917), "Tests on reinforced concrete beams for obtaining moment-curvature relationships (Versuche mit Eisenbetonbalken zur Ermittlung der Beziehung zwischen Formanderungswinkel und Biegungsmoment)", Deutscher Ausschuss fur Eisenbeton (Bulletin 38). Berlin (in German).
|
23 |
Balazs, G.L., Bisch, P., Borosnyoi, A., Burdet, O., Burns, C., Ceroni, F. and Vrablik, L. (2013), "Design for SLS according to fib model code 2010", Struct. Concrete, 14(2), 99-123.
DOI
|
24 |
Bazant, Z.P. (1972), "Prediction of concrete creep effects using age-adjusted effective modulus method", ACI J., 69(April), 212-217.
|
25 |
Bazant, Z.P. and Oh, B.H. (1984), "Deformation of progressively cracking reinforced concrete beams", ACI Journal, 81(May-June), 268-277.
|
26 |
Bischoff, P.H. (2001), "Effects of shrinkage on tension stiffening and cracking in reinforced concrete", Can. J. Civ. Eng., 28, 363-374.
DOI
ScienceOn
|
27 |
CEB (1990), "Model Code 1990", Comite Europeen du Beton.
|
28 |
Bischoff, P.H. (2008), Discussion of "tension stiffening in lightly reinforced concrete slabs" by R. Ian Gilbert, J. Struct. Eng., 133(6), 1259-1260.
|
29 |
Branson, D. (1963), "Instantaneous and time-dependent deflections of simple and continuous reinforced concrete beams HPR Report 7", Alabama Highway Department, Bureau of Public roads.
|
30 |
Branson, D. (1977), "Deformation of concrete structures", McGraw-Hill, New York.
|
31 |
CEB-FIP (2009), "Structural Concrete. Textbook on behaviour, design and performance. Second edition", International Federation for Structural Concrete (fib)(Vol. 1, pp. 308), Lausanne, Switzerland.
|
32 |
CEB-FIP (2012), "Model Code 2010. Final draft", International Federation for Structural Concrete (fib)(Vol. 1, pp. 311), Lausanne, Switzerland.
|
33 |
CEB-FIP (2012), "Model Code 2010. Final draft", International Federation for Structural Concrete (fib)(Vol. 2, pp. 331), Lausanne, Switzerland.
|
34 |
Kaklauskas, G. and Ghaboussi, J. (2001), "Stress-strain relations for cracked tensile concrete from RC beam tests", J. Struct. Eng., 127(1), 64-73.
DOI
ScienceOn
|
35 |
Kaklauskas, G., Gribniak, V., Bacinskas, D. and Vainiunas, P. (2009), "Shrinkage influence on tension stiffening in concrete members", Eng. Struct., 31(6), 1305-1312.
DOI
ScienceOn
|
36 |
Vecchio, F.J. and Collins, M.P. (1986), "The modified compression-field theory for reinforced concrete elements subjected to shear", ACI J., 83(2), 219-231.
|
37 |
Zanuy Sanchez, C. (2010), "Investigating the negative tension stiffening effect of reinforced concrete", Struct. Eng. Mech., 34(2), 189-211.
DOI
ScienceOn
|
38 |
Ezeberry Parrota, J.I. (2011), "Serviceability theoretical behaviour of RC members under external loads and imposed deformations (Comportamiento teorico de elementos de hormigon estructural en condiciones de servicio, sometidos a acciones exterioresy deformaciones impuestas)", MSc Thesis, Polytechnic University of Madrid, Madrid (in Spanish).
|
39 |
Gribniak, V., Kaklauskas, G., Torres, L., Daniunas, A., Timinskas, E. and Gudonis, E. (2013a), "Comparative analysis of deformations and tension-stiffening in concrete beams reinforced with GFRP or steel bars and fibers", Composites: Part B, 50, 158-170.
DOI
ScienceOn
|