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JOINT LOAD CONSIDERATIONS IN TOTAL KNEE REPLACEMENT

¹ Klinik für Orthopädische Chirurgie, Kantonsspital, 9007 St Gallen, Switzerland.
² Neuromuscular Performance Laboratory, Department of Human Movement
³ Tribology Laboratory, Department of Mechanical and Materials Engineering, The University of Western Australia, Nedlands, Australia 6907, Australia.

Correspondence should be sent to Dr M. S. Kuster.

Estimates of knee joint loadings were calculated for 12 normal subjects from kinematic and kinetic measures obtained during both level and downhill walking. The maximum tibiofemoral compressive force reached an average load of 3.9 times body-weight (BW) for level walking and 8 times BW for downhill walking, in each instance during the early stance phase. Muscle forces contributed 80% of the maximum bone-on-bone force during downhill walking and 70% during level walking whereas the ground reaction forces contributed only 20% and 30% respectively.

Most total knee designs provide a tibiofemoral contact area of 100 to 300 mm². The yield point of these polyethylene inlays will therefore be exceeded with each step during downhill walking. Future evaluation of total knee designs should be based on a tibiofemoral joint load of 3.5 times BW at 20° knee flexion, 8 times BW at 40° and 6 times BW at 60°.