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Verifying the empirical models of rolling resistance using the results obtained from soil bin facility
2015
Journal of Advances in Vehicle Engineering
unpublished
Two tyre rolling resistance predicting models were evaluated and compared. Bekker model and one of the WES models (Wismer and Luth model) were selected as predicting models. Some experimental tests were performed on a controlled soil bin filled with clay loam soil to validate the selected rolling resistance models using a single wheel tester. A towed Good year 9.5L-14, 6 radial ply tyre was tested at different levels of inflation pressure and normal load (50 to 250 kg). These levels were
fatcat:hambe4gdqjbr5gdmqcd3tpb624