Prediction of fracture characteristics of high strength and ultra high strength concrete beams based on relevance vector machine

This paper examines the applicability of relevance vector machine-based regression to predict fracture characteristics and failure load (Pmax) of high strength and ultra high strength concrete beams. Fracture characteristics include fracture energy (GF), critical stress intensity factor (KIC) and critical crack tip opening displacement. Characterization of mix and testing of beams of high strength and ultra high strength concrete have been described briefly. The procedure to compute GF , KIC and CTODC has been outlined. Relevance vector machine is a machine learning technique that uses Bayesian inference to obtain parsimonious solutions for regression and classification. The relevance vector machine has an identical functional form to the support vector machine, but provides probabilistic classification and regression. Relevance vector machine is based on a Bayesian formulation of a linear model with an appropriate prior that results in a sparse representation. Four relevance vector machine models have been developed using MATLAB software for training and prediction of Pmax, KIC, GF and CTODC. Relevance vector machine models have been trained with about 70% of the total 87 datasets and tested with about 30% of the total datasets. It is observed that the predicted values from the relevance vector machine models are in good agreement with those of the experimental values.

[1]  P. Richard,et al.  Reactive Powder Concretes With High Ductility and 200 - 800 Mpa Compressive Strength , 1994, "SP-144: Concrete Technology: Past, Present, and Future".

[2]  Subimal Ghosh,et al.  Statistical downscaling of GCM simulations to streamflow using relevance vector machine , 2008 .

[3]  Bo-Suk Yang,et al.  Application of relevance vector machine and logistic regression for machine degradation assessment , 2010 .

[4]  G. I. Barenblatt The formation of equilibrium cracks during brittle fracture. General ideas and hypotheses. Axially-symmetric cracks , 1959 .

[5]  Rilem Determination of the fracture energy of mortar and concrete by means of three-point bend tests on notched beams , 1985 .

[6]  A. A. Mar'yakhin,et al.  Size Effect on , 1966 .

[7]  Surendra P. Shah,et al.  Two Parameter Fracture Model for Concrete , 1985 .

[8]  Rilem FMC 1 Determination of the fracture energy of mortar and concrete by means of three-point bend tests on notched beams , 1985 .

[9]  George Eastman House,et al.  Sparse Bayesian Learning and the Relevance Vector Machine , 2001 .

[10]  Lei Liang,et al.  Fatigue properties of RPC under cyclic loads of single-stage and multi-level amplitude , 2010 .

[11]  Michael E. Tipping The Relevance Vector Machine , 1999, NIPS.

[12]  Xiaodong Wang,et al.  Classification of data from electronic nose using relevance vector machines , 2009 .

[13]  D. S. Dugdale Yielding of steel sheets containing slits , 1960 .

[14]  B. Karihaloo Fracture mechanics and structural concrete , 1995 .

[15]  Per Goltermann,et al.  Packing of aggregates : An alternative tool to determine the optimal aggregate mix , 1997 .

[16]  Jong-Duk Son,et al.  Fault diagnosis of low speed bearing based on relevance vector machine and support vector machine , 2009, Expert Syst. Appl..

[17]  Robert M. Nishikawa,et al.  Relevance vector machine for automatic detection of clustered microcalcifications , 2005, IEEE Transactions on Medical Imaging.

[18]  A. Hillerborg,et al.  Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements , 1976 .

[19]  P. Richard,et al.  Composition of reactive powder concretes , 1995 .