Figure 6.
Response of MSCs initially isolated onto TCP, AL, or NAL scaffolds after transfer to aligned scaffold and with mechanical perturbation. (A) Schematic of study design and (B) expression of aggrecan with the application of dynamic tensile loading (DL, 3% stretch for 6 hours, *: p<0.05 vs. 0% DL, n = 6 from 2 replicates, two-way ANOVA with Fisher’s LSD, mean ± S.D.).