Comparison between the experimental models to determine the maximum lateral pressure in self-compacting concrete
Keywords:
Self-compacting concrete (SCC);, Experimental models, Lçateral pressure, Vertical formworkAbstract
The design of vertical formwork is dependent on the prediction of the maximum lateral pressure exerted by fresh concrete. This work describes the experimental models formulated in the bibliography to predict maximum lateral pressure exerted by Self-compacting concrete (SCC) on vertical formworks and it performs a comparison of them against two experimental cases recompiled from the bibliography; columns of major and small heights. Therefore, this article has two main objectives, firstly intent to justify the use of the models which need a rheological parameter to predict the maximum lateral pressure exerted by SCC, and secondly intent to determine the model that best fits to the maximum experimental lateral
pressure.
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References
[1] EHE., “Instrucción del Hormigón Estructural - Anejo 17,” 2008.
[2] G. H. Tattersall and P. F. G. Banfill, “The rheology of fresh concrete,” 1989.
[3] H. A. Barnes, J. F. Hutton, and K. Walters, “An Introduction to Rheology,” 1989.
[4] A. S. Hanna and A. B. Senouci, “Material Cost Minimization Wall Forms,” Building and Enviroment, vol. 32, no. 1, pp. 57–67, 1997.
[5] M. Hurd, “Formwork for concrete.,” American Concrete Institute, 2005.
[6] C. Djelal, Y. Vanhove, P. De Caro, and A. Magnin, “Role of demoulding agents during self-compacting concrete casting in formwork,” vol. 35, no. October, pp. 470–476, 2002.
[7] A. H. Bakhtiarain, “Effect of concrete temperature and formwork width on variation pressure formwork of Self-Compacting Concrete,” pp. 1–9, 2011.
[8] E. P. Koehler, L. Keller, and N. J. Gardner, “Field Measurements of SCC rheology and formwork pressures,” pp. 1–6, 2007.
[9] J. H. Kim, N. Noemi, and S. P. Shah, “Effect of powder materials on the rheology and formwork pressure of self-consolidating concrete,” Cement and Concrete Composites, vol. 34, no. 6, pp. 746–753, Jul. 2012.
[10] Y. Vanhove, C. Djelal, and A. Magnin, “Prediction of the lateral pressure exerted by Self-Compacting Concrete on formwork.” 2004.
[11] H. Janssen, “Versuch über Getreidedruck in SillozeUen.,” VDI Zeitschrift, vol. 39, pp. 1045–1049, 1895.
[12] G. Ovarlez and N. Roussel, “A physical model for the prediction of lateral stress exerted by self-compacting concrete on formwork,” pp. 1–9, 2005.
[13] H. Khayat and A. F. Omran, “Evaluation of SCC Formwork Pressure,” no. August, 2009.
[14] A. F. Omran, S. Naji, and K. H. Khayat, “Portable Vane Test to Assess Structural Buildup at Rest of Self-Consolidating Concrete,” no. 108, 2011.
[15] H. Khayat, A. F. Omran, and T. V Pavate, “Inclined Plane Test to Evaluate Structural Buildup at Rest of Self-Consolidating Concrete,” no. 107, pp. 515–522, 2010.
[16] DIN 18218., “Frishbeton auf Lotrechte Schalungen (Pressure of concrete on vertical formwork).” 2010.
[17] T. Proske and C. Graubner, “-Self-Compacting Concrete - Pressure on formwork and ability to deaerate.,” vol. 17, no. 2002, pp. 1–15, 2002.
[18] T. Proske, “Frischbetondruck bei Verwendung von Selbstverdichtendem Beton. Ein wirklichkeitsnahes Modell zur Bestimmung der Einwirkungen auf Schalung und Rüstung.,” 2007.
[19] K. Khayat, J. Assaad, H. Mesbah, and M. Lessard, “Effect of section width and casting rate on variations of formwork pressure of self-consolidating concrete,” Materials and Structures, vol. 38, no. 275, pp. 73–78, Dec. 2003.
[20] M. M. Giammatteo, a. Gregori, and G. Totani, “In-situ measurement of formwork pressures generated by Self-Compacting Concrete,” Computational Methods and Experimental Measurements XIII, vol. I, pp. 851–860, Jun. 2007.
[2] G. H. Tattersall and P. F. G. Banfill, “The rheology of fresh concrete,” 1989.
[3] H. A. Barnes, J. F. Hutton, and K. Walters, “An Introduction to Rheology,” 1989.
[4] A. S. Hanna and A. B. Senouci, “Material Cost Minimization Wall Forms,” Building and Enviroment, vol. 32, no. 1, pp. 57–67, 1997.
[5] M. Hurd, “Formwork for concrete.,” American Concrete Institute, 2005.
[6] C. Djelal, Y. Vanhove, P. De Caro, and A. Magnin, “Role of demoulding agents during self-compacting concrete casting in formwork,” vol. 35, no. October, pp. 470–476, 2002.
[7] A. H. Bakhtiarain, “Effect of concrete temperature and formwork width on variation pressure formwork of Self-Compacting Concrete,” pp. 1–9, 2011.
[8] E. P. Koehler, L. Keller, and N. J. Gardner, “Field Measurements of SCC rheology and formwork pressures,” pp. 1–6, 2007.
[9] J. H. Kim, N. Noemi, and S. P. Shah, “Effect of powder materials on the rheology and formwork pressure of self-consolidating concrete,” Cement and Concrete Composites, vol. 34, no. 6, pp. 746–753, Jul. 2012.
[10] Y. Vanhove, C. Djelal, and A. Magnin, “Prediction of the lateral pressure exerted by Self-Compacting Concrete on formwork.” 2004.
[11] H. Janssen, “Versuch über Getreidedruck in SillozeUen.,” VDI Zeitschrift, vol. 39, pp. 1045–1049, 1895.
[12] G. Ovarlez and N. Roussel, “A physical model for the prediction of lateral stress exerted by self-compacting concrete on formwork,” pp. 1–9, 2005.
[13] H. Khayat and A. F. Omran, “Evaluation of SCC Formwork Pressure,” no. August, 2009.
[14] A. F. Omran, S. Naji, and K. H. Khayat, “Portable Vane Test to Assess Structural Buildup at Rest of Self-Consolidating Concrete,” no. 108, 2011.
[15] H. Khayat, A. F. Omran, and T. V Pavate, “Inclined Plane Test to Evaluate Structural Buildup at Rest of Self-Consolidating Concrete,” no. 107, pp. 515–522, 2010.
[16] DIN 18218., “Frishbeton auf Lotrechte Schalungen (Pressure of concrete on vertical formwork).” 2010.
[17] T. Proske and C. Graubner, “-Self-Compacting Concrete - Pressure on formwork and ability to deaerate.,” vol. 17, no. 2002, pp. 1–15, 2002.
[18] T. Proske, “Frischbetondruck bei Verwendung von Selbstverdichtendem Beton. Ein wirklichkeitsnahes Modell zur Bestimmung der Einwirkungen auf Schalung und Rüstung.,” 2007.
[19] K. Khayat, J. Assaad, H. Mesbah, and M. Lessard, “Effect of section width and casting rate on variations of formwork pressure of self-consolidating concrete,” Materials and Structures, vol. 38, no. 275, pp. 73–78, Dec. 2003.
[20] M. M. Giammatteo, a. Gregori, and G. Totani, “In-situ measurement of formwork pressures generated by Self-Compacting Concrete,” Computational Methods and Experimental Measurements XIII, vol. I, pp. 851–860, Jun. 2007.
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Published
2013-12-02
How to Cite
[1]
S. Teixeira, A. Santilli, and I. Puente, “Comparison between the experimental models to determine the maximum lateral pressure in self-compacting concrete”, Memoria investig. ing. (Facultad Ing., Univ. Montev.), no. 11, pp. 7–14, Dec. 2013.
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