Theoretical Investigation of Steel Plated Girder Resistance
In the paper, the results of sensitivity analysis of the influence of initial imperfections on the web stress state of a thinwalled girder are presented. The results of the study corroborate a very good and effective agreement of experiments with theory. Most input random quantities were found experimentally. The change of sensitivity coefficients in dependence on working load value is analysed. The stress was analysed by means of a geometrically and materially non-linear solution by applying the program ANSYS. This research study offers important background for theoretical studies of stability problems, post-critical effects and limit states of thin-walled steel structures.
[1] Kala, Z., Kala, J., Škaloud, M. and TeplÛ, B. The Stress State in the
Crack-Prone Areas of ÔÇ×Breathing" Thin Walled Girders, In Proc. of the
Fourth International Conference on Coupled Instabilities, Rome (Italy),
235-246, 2004.
[2] Kala, J., Kala, Z., Škaloud, M. and TeplÛ, B. Parametric Sensitivity
Analysis of the Stress State in the Crack-Prone Areas of Breathing
Webs, In Proc. of the 20th Czech and Slovak National Conference "Steel
Structures and Bridges 2003", Prague, 641-646, 2003.
[3] Melcher, J., Kala, Z., HolickÛ, M., Fajkus, M. and Rozlívka, L. Design
Characteristics of Structural Steels Based on Statistical Analysis of
Metallurgical Products, Journal of Steel Research 60, 795-808, 2004.
[4] Fukumoto, Y., Kajita, N. and Aoki, T. Evaluation of Column Curves
Based on Probabilistic Concept, In Proc. of Int. Conf. on Stability,
Prelim. Rep., publ. by Gaku-jutsu Bunken Fukyu - Kai, Tokyo, 1-37,
1976.
[5] Guedes Soares, C. Uncertainty Modelling in Plate Buckling, Journal of
Structural Safety (5), 17-34, 1988.
[6] Novák, D., TeplÛ, B. and Shiraishi, N. Sensitivity Analysis of Structures,
In Proc. of the Fifth Int. Conference on Civil and Structural Engineering
Computing, Edinburgh, Scotland, 201-207, 1993.
[7] Kala, Z. Sensitivity Analysis of the Stability Problems of Thin-walled
Structures, Journal of Constructional Steel Re-search 61, 415-422, 2005.
[8] Ravinger, J., PsotnÛ, M. Stable and Unstable Paths in the Post-Buckling
Behaviour of Slender Web, In Proc. of the Fourth Int. Conf. on Coupled
Instabilities in Metal Structures, Rome (Italy), pp.67-75, 2004.
[9] Vičan, J., Koteš, P. Bridge Management System of Slovak Railways, In
Proc. of the IIIrd Int. Scientific Conf. Quality and Reliability of Building
Industry, Levo─ìa, 2003, 539-542, 2003.
[1] Kala, Z., Kala, J., Škaloud, M. and TeplÛ, B. The Stress State in the
Crack-Prone Areas of ÔÇ×Breathing" Thin Walled Girders, In Proc. of the
Fourth International Conference on Coupled Instabilities, Rome (Italy),
235-246, 2004.
[2] Kala, J., Kala, Z., Škaloud, M. and TeplÛ, B. Parametric Sensitivity
Analysis of the Stress State in the Crack-Prone Areas of Breathing
Webs, In Proc. of the 20th Czech and Slovak National Conference "Steel
Structures and Bridges 2003", Prague, 641-646, 2003.
[3] Melcher, J., Kala, Z., HolickÛ, M., Fajkus, M. and Rozlívka, L. Design
Characteristics of Structural Steels Based on Statistical Analysis of
Metallurgical Products, Journal of Steel Research 60, 795-808, 2004.
[4] Fukumoto, Y., Kajita, N. and Aoki, T. Evaluation of Column Curves
Based on Probabilistic Concept, In Proc. of Int. Conf. on Stability,
Prelim. Rep., publ. by Gaku-jutsu Bunken Fukyu - Kai, Tokyo, 1-37,
1976.
[5] Guedes Soares, C. Uncertainty Modelling in Plate Buckling, Journal of
Structural Safety (5), 17-34, 1988.
[6] Novák, D., TeplÛ, B. and Shiraishi, N. Sensitivity Analysis of Structures,
In Proc. of the Fifth Int. Conference on Civil and Structural Engineering
Computing, Edinburgh, Scotland, 201-207, 1993.
[7] Kala, Z. Sensitivity Analysis of the Stability Problems of Thin-walled
Structures, Journal of Constructional Steel Re-search 61, 415-422, 2005.
[8] Ravinger, J., PsotnÛ, M. Stable and Unstable Paths in the Post-Buckling
Behaviour of Slender Web, In Proc. of the Fourth Int. Conf. on Coupled
Instabilities in Metal Structures, Rome (Italy), pp.67-75, 2004.
[9] Vičan, J., Koteš, P. Bridge Management System of Slovak Railways, In
Proc. of the IIIrd Int. Scientific Conf. Quality and Reliability of Building
Industry, Levo─ìa, 2003, 539-542, 2003.
@article{"International Journal of Architectural, Civil and Construction Sciences:49200", author = "J. Kala and J. Melcher and M. Škaloud and Z. Kala", title = "Theoretical Investigation of Steel Plated Girder Resistance", abstract = "In the paper, the results of sensitivity analysis of the influence of initial imperfections on the web stress state of a thinwalled girder are presented. The results of the study corroborate a very good and effective agreement of experiments with theory. Most input random quantities were found experimentally. The change of sensitivity coefficients in dependence on working load value is analysed. The stress was analysed by means of a geometrically and materially non-linear solution by applying the program ANSYS. This research study offers important background for theoretical studies of stability problems, post-critical effects and limit states of thin-walled steel structures.
", keywords = "Buckling, Fatigue, Imperfection, Steel, Sensitivity analysis.", volume = "3", number = "2", pages = "22-3", }
