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Tissue-Engineered Articular Cartilage Exhibits Tension-Compression Nonlinearity Reminiscent of the Native Cartilage

机译:组织工程化的关节软骨表现出的张力-压缩非线性使人联想到天然软骨

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摘要

The tensile modulus of articular cartilage is much larger than its compressive modulus. This tension-compression nonlinearity enhances interstitial fluid pressurization and decreases the frictional coefficient. The current set of studies examines the tensile and compressive properties of cylindrical chondrocyte-seeded agarose constructs over different developmental stages through a novel method that combines osmotic loading, video microscopy, and uniaxial unconfined compression testing. This method was previously used to examine tension-compression nonlinearity in native cartilage. Engineered cartilage, cultured under free-swelling (FS) or dynamically loaded (DL) conditions, was tested in unconfined compression in hypertonic and hypotonic salt solutions. The apparent equilibrium modulus decreased with increasing salt concentration, indicating that increasing the bath solution osmolarity shielded the fixed charges within the tissue, shifting the measured moduli along the tension-compression curve and revealing the intrinsic properties of the tissue. With this method, we were able to measure the tensile (401±83 kPa for FS and 678±473 kPa for DL) and compressive (161±33 kPa for FS and 348±203 kPa for DL) moduli of the same engineered cartilage specimens. These moduli are comparable to values obtained from traditional methods, validating this technique for measuring the tensile and compressive properties of hydrogel-based constructs. This study shows that engineered cartilage exhibits tension-compression nonlinearity reminiscent of the native tissue, and that dynamic deformational loading can yield significantly higher tensile properties.
机译:关节软骨的拉伸模量远大于其压缩模量。这种拉伸-压缩非线性增强了间隙流体的增压并降低了摩擦系数。当前的一组研究通过结合渗透负荷,视频显微镜和单轴无侧限压缩测试的新方法,研究了在不同发育阶段的圆柱形软骨细胞播种琼脂糖构建体的拉伸和压缩特性。该方法以前曾用于检查天然软骨中的张力-压缩非线性。在自由膨胀(FS)或动态加载(DL)条件下培养的工程软骨在高渗和低渗盐溶液中进行无限制压缩测试。表观平衡模量随盐浓度的增加而降低,表明浴液渗透压的增加屏蔽了组织内的固定电荷,使测得的模量沿拉伸-压缩曲线移动并揭示了组织的内在特性。使用这种方法,我们能够测量相同工程软骨样本的拉伸模量(对于FS为401±83 kPa,对于DL为678±473 kPa)和压缩(FS为161±33 kPa,对于DL为348±203 kPa)模量。这些模量可与从传统方法获得的值进行比较,验证了该技术可用于测量基于水凝胶的构建体的拉伸和压缩性能。这项研究表明,工程软骨表现出的拉伸-压缩非线性使人联想到天然组织,而动态变形载荷可产生明显更高的拉伸性能。

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