Evaluation of Concrete Fatigue Measurement Using Standard and Non-Linear Regression Model

Stanislav Seitl; Hana Šimonová; Zbyněk Keršner; Alfonso Fernández Canteli

doi:10.4028/www.scientific.net/AMM.121-126.2726

Paper Titles

2-D Magnetic Field Analysis of Air Cylinder with MR Sensor
p.2706

Match and Optimization of Series Hybrid Bus Powertrain Parameters
p.2710

Equipment Maintainability Lifecycle Modeling Oriented on Concurrent Engineering
p.2715

Equivalent Brightness Fitting Calculation Method about White LEDs
p.2721

Evaluation of Concrete Fatigue Measurement Using Standard and Non-Linear Regression Model
p.2726

Intelligent Evaluation Model for Cementing Quality Based on GA-SVM and Application
p.2730

Experiment Study on Tribological Properties of the Coating with Different Surface Textures
p.2735

Experimental Study of Energy Saving Effect of Building Envelope in Winter
p.2741

Experimental Study on Strength Characteristics of Cement-Soil under CD/CU Condition
p.2748

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 121-126Evaluation of Concrete Fatigue Measurement Using...

Evaluation of Concrete Fatigue Measurement Using Standard and Non-Linear Regression Model

Abstract:

The paper deals with the problem of estimating the S-N curve for the cement based composites under fatigue loading. Selected approximation curves for mechanical-fracture parameter values derived from specific fracture energy in time are used to determine the most accurate fatigue parameter values corresponding to the age of specimens when dynamic tests were performed. For standard description of S-N curve the power dependence and Weibull model developed by Castillo et al. are used to discuss the problem under study and the suitability of using models as an input data for finite element modeling

You might also be interested in these eBooks

Frontiers of Manufacturing and Design Science II

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 121-126)

Pages:

2726-2729

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.121-126.2726

Citation:

Cite this paper

Online since:

October 2011

Authors:

Stanislav Seitl, Hana Šimonová, Zbyněk Keršner, Alfonso Fernández Canteli

Keywords:

Approximation, Castillo’s Model, Concrete, Fatigue, Wöhler Curve

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] E. Castillo, M. López-Aenlle, A. Ramos, A. Fernández-Canteli, R. Kieselbach, V. Esslinger, Specimen length effect on parameter estimation in modeling fatigue strength by Weibull distribution, Int. J. of Fat., Vol. 28 (2006), pp.1047-1058.

DOI: 10.1016/j.ijfatigue.2005.11.006

Google Scholar

[2] E. Castillo, A. Ramos, R. Koller, M. López-Aenlle, A. Fernández-Canteli, A critical comparison of two models for assessment of fatigue data, Int. J. of Fat., Vol. 30 (2008) pp.45-57.

DOI: 10.1016/j.ijfatigue.2007.02.014

Google Scholar

[3] M.K. Lee, & B.I.G. Barr, An overview of the fatigue behaviour of plain and fibre reinforced concrete. Cement & Concrete Composites, Vol. 26, (2004), p.299–305.

DOI: 10.1016/s0958-9465(02)00139-7

Google Scholar

[4] D. Pryl, J. Cervenka, R. Pukl, Material model for finite element modelling of fatigue crack growth in concrete, Procedia Engineering 2 (2010) 203–212.

DOI: 10.1016/j.proeng.2010.03.022

Google Scholar

[5] H. Šimonová, Z. Keršner, S. Seitl, Correction of fatigue parameter values of concrete using approximation of mechanical-fracture parameter values in time. Proc. of Int. Conf. on ENGINEERING MECHANICS 2011, Svratka, May 9-12, (2011).

Google Scholar