Eurocode 2 (EN 1992-1-1:2004) instructions for deflection control are discussed in the paper. Several problems arise with application of the span-to-depth limits. This procedure is not always applicable due to adopted pre-defined inputs and calculation of the deflections is necessary. The simplest procedure is to interpolate between deflections calculated using stiffness of the uncracked and the cracked member. This is an equivalent to the CEB bilinear method, but without explicit instruction for the interpolation coefficient. The most rigorous method of assessing deflections is based on the integration of the mean curvatures calculated at a number of cross sections along the member. This procedure may require additional adjustments in case of statically indeterminate structures.
Source:
Proceedings / Macedonian Association of Structural Engineers, 17th International Symposium, Ohrid, Macedonia 4-7 October 2017 = Zbornik na trudovi / Društvo na gradežnite konstruktori na Makedonija, 17-ti Megunaroden simpozium, Ohrid, 4-7 oktomvri 2017, 2017
Publisher:
MASE - Macedonian Association of Structural Engineers, Skopje
TY - CONF
AU - Pecić, Nenad
AU - Milićević, Ivan
PY - 2017
UR - https://grafar.grf.bg.ac.rs/handle/123456789/1559
AB - Eurocode 2 (EN 1992-1-1:2004) instructions for deflection control are discussed in the paper. Several problems arise with application of the span-to-depth limits. This procedure is not always applicable due to adopted pre-defined inputs and calculation of the deflections is necessary. The simplest procedure is to interpolate between deflections calculated using stiffness of the uncracked and the cracked member. This is an equivalent to the CEB bilinear method, but without explicit instruction for the interpolation coefficient. The most rigorous method of assessing deflections is based on the integration of the mean curvatures calculated at a number of cross sections along the member. This procedure may require additional adjustments in case of statically indeterminate structures.
PB - MASE - Macedonian Association of Structural Engineers, Skopje
C3 - Proceedings / Macedonian Association of Structural Engineers, 17th International Symposium, Ohrid, Macedonia 4-7 October 2017 = Zbornik na trudovi / Društvo na gradežnite konstruktori na Makedonija, 17-ti Megunaroden simpozium, Ohrid, 4-7 oktomvri 2017
T1 - Deflection control of reinforced concrete elements according to Eurocode 2
UR - conv_4499
ER -
@conference{
author = "Pecić, Nenad and Milićević, Ivan",
year = "2017",
abstract = "Eurocode 2 (EN 1992-1-1:2004) instructions for deflection control are discussed in the paper. Several problems arise with application of the span-to-depth limits. This procedure is not always applicable due to adopted pre-defined inputs and calculation of the deflections is necessary. The simplest procedure is to interpolate between deflections calculated using stiffness of the uncracked and the cracked member. This is an equivalent to the CEB bilinear method, but without explicit instruction for the interpolation coefficient. The most rigorous method of assessing deflections is based on the integration of the mean curvatures calculated at a number of cross sections along the member. This procedure may require additional adjustments in case of statically indeterminate structures.",
publisher = "MASE - Macedonian Association of Structural Engineers, Skopje",
journal = "Proceedings / Macedonian Association of Structural Engineers, 17th International Symposium, Ohrid, Macedonia 4-7 October 2017 = Zbornik na trudovi / Društvo na gradežnite konstruktori na Makedonija, 17-ti Megunaroden simpozium, Ohrid, 4-7 oktomvri 2017",
title = "Deflection control of reinforced concrete elements according to Eurocode 2",
url = "conv_4499"
}
Pecić, N.,& Milićević, I.. (2017). Deflection control of reinforced concrete elements according to Eurocode 2. in Proceedings / Macedonian Association of Structural Engineers, 17th International Symposium, Ohrid, Macedonia 4-7 October 2017 = Zbornik na trudovi / Društvo na gradežnite konstruktori na Makedonija, 17-ti Megunaroden simpozium, Ohrid, 4-7 oktomvri 2017
MASE - Macedonian Association of Structural Engineers, Skopje..
conv_4499
Pecić N, Milićević I. Deflection control of reinforced concrete elements according to Eurocode 2. in Proceedings / Macedonian Association of Structural Engineers, 17th International Symposium, Ohrid, Macedonia 4-7 October 2017 = Zbornik na trudovi / Društvo na gradežnite konstruktori na Makedonija, 17-ti Megunaroden simpozium, Ohrid, 4-7 oktomvri 2017. 2017;.
conv_4499 .
Pecić, Nenad, Milićević, Ivan, "Deflection control of reinforced concrete elements according to Eurocode 2" in Proceedings / Macedonian Association of Structural Engineers, 17th International Symposium, Ohrid, Macedonia 4-7 October 2017 = Zbornik na trudovi / Društvo na gradežnite konstruktori na Makedonija, 17-ti Megunaroden simpozium, Ohrid, 4-7 oktomvri 2017 (2017),
conv_4499 .
