A Prediction Model of Concrete Fatigue Residual Strength


Article Preview

A model of attenuation of residual strength with number of cycles has been founded .In this model the constant confined stress and maximum stress of fatigue loading are both considered. Based on the data of experiment, the coefficients of the model are determined. The model can be used to predict the residual life of specimen under biaxial compressive loading with constant confined stress.



Advanced Materials Research (Volumes 430-432)

Edited by:

Ran Chen, Dongye Sun and Wen-Pei Sung




X. H. Meng et al., "A Prediction Model of Concrete Fatigue Residual Strength", Advanced Materials Research, Vols. 430-432, pp. 1843-1846, 2012

Online since:

January 2012




[1] Schaff J. R . and Davidson B.D. Life prediction methodology for composite structures. Part 1-constant amplitude and two-stress level fatigue [J]. Journal of Composite Materials, 1997,31: 128-157.

DOI: https://doi.org/10.1177/002199839703100202

[2] Lv Peiyin. Experimental researches about concrete uniaxial and biaxial dynamic strength and deformation [D]. Doctoral dissertation in Dalian Univ. of Technol, 2001(11).

[3] Meng Xianhong, Song Yupu. Damage Model for The Residual Strength of Concrete Under Compression Fatigue Loading[J]. Journal of Shenyang Jianzhu University(Natural Science), 2009, 25(1): 12-16.