Author(s) |
ODN |
Title |
I.M.L. Ridge and R.E. Hobbs |
ODN 0891 |
The effects of elevated temperatures on socketed terminations in service |
I.M.L. Ridge, J.M. Teissier and R. Verreet |
ODN 0892 |
The effects of wire rope "safety clamps on rope terminations |
A.Vorontsov, V. Volokhovsky and V. Sukhorukov |
ODN 0893 |
Hot metal crane ropes: magnetic NDT, capacity simulation, strength safety temperature criterion |
A. Sioma, G. Olszyna and A. Tytko |
ODN 0894 |
Visual testing of ropes using 3 dimensional model of their geometry |
H.R. Weischedel |
ODN 0895 |
Wire Rope Roughness (WRR), a new indicator for the quantitative characterization of wire rope deterioration |
M. Nowak |
ODN 0896 |
Reasons for premature wear of hoist ropes used in the skip hoist |
J.F. Flory |
ODN 0897 |
Test Method for Determining the 6 Change-In-Length Properties of Fibre Ropes |
O. Reinelt, S. Winter and K.-H. Wehking |
ODN 0898 |
Detrmination of the Donaldt Force of rotation resistant wire ropes under dynamic working conditions |
U. Briem |
ODN 0899 |
Lifetime of running ropes stressed by fluctuating tension and bending cycles |
L. Lombardi and F. Clerici |
ODN 0900 |
An innovative method for wire rope fatigue life evaluation |
W. van den Bos, C. de Ruiter and S. Maljaars |
ODN 0901 |
An axi-symmetric FEM model of drum with multi-layer rope winding |
A. Lohrengel, K. Stahr and M. Wächter |
ODN 0902 |
Simulation of fibre ropes and their effects on the strain scenario of multi-layer wound rope drums |
J.F. Flory |
ODN 0903 |
Simplified analysis of multi-segment and sinker catenary systems |
R.E. Hobbs and I.M.L. Ridge |
ODN 0904 |
Torsional interactions in multi-component moorings |
X. Amils, B. Durmas, P. Smeets, J. Boesten and J. Weis |
ODN 0905 |
Characteristics of steel hybrid ropes with UHMWPE fibre core and their applications |
M. Bechtold and A. Jeays |
ODN 0906 |
Calculation of modulus and torque of a 6×19 IWRC rope with a Finite Element Model using beam elements |
J.C. Weis and K.-H. Wehking |
ODN 0907 |
Parametric studies of cross sectional stresses for wire ropes under tensile load using the finite element method |