Mechanical behavior of human morselized cancellous bone in triaxial compression testing

被引:56
|
作者
Brodt, MD
Swan, CC
Brown, TD
机构
[1] Univ Iowa, Orthopaed Biomech Lab, Dept Orthopaed Surg, Iowa City, IA 52242 USA
[2] Univ Iowa, Dept Biomed Engn, Iowa City, IA 52242 USA
[3] Univ Iowa, Dept Mech Engn, Iowa City, IA 52242 USA
[4] Univ Iowa, Dept Civil & Environm Engn, Iowa City, IA 52242 USA
关键词
D O I
10.1002/jor.1100160108
中图分类号
R826.8 [整形外科学]; R782.2 [口腔颌面部整形外科学]; R726.2 [小儿整形外科学]; R62 [整形外科学(修复外科学)];
学科分类号
摘要
Despite its widespread use as graft material in orthopaedic surgical procedures, morselized cancellous bone has not yet been well characterized from the standpoint of its mechanical properties. To accommodate the noncohesive nature of this loose particulate form of bone, a triaxial compression test apparatus commonly used in engineering soil mechanics was adapted for the testing of fresh-frozen human morselized cancellous bone specimens. Triaxial compression tests were run to 30% axial strain at five different levels of confining pressure ranging from 0.276 to 8.552 MPa. The measured axial stress versus axial strain behavior was bimodal, characterized initially by relatively stiff linear behavior, then by a rapid transition to a much more compliant (but, again, approximately linear) domain until test cessation. The apparent axial moduli of both response regions were found to be nearly linear functions of the transverse confining pressure. As typically prepared surgically, the distribution of particle size was found to have approximately 80% of the bone graft, by weight, encompassed in particles 0.43-3.2 mm in size. Triaxial tests of samples segregated by size showed that particle size had no appreciable effect on apparent material properties. The nominal Young's modulus and Poisson's ratio of morselized cancellous bone were 100 MPa and 0.2, respectively.
引用
收藏
页码:43 / 49
页数:7
相关论文
共 50 条
  • [41] Influence of Water Saturation and Real-Time Testing Temperature on Mechanical Behavior of Sandstone Under Conventional Triaxial Compression
    Sheng-Qi Yang
    Yan-Hua Huang
    Wen-Ling Tian
    Rock Mechanics and Rock Engineering, 2021, 54 : 4355 - 4367
  • [42] DEVICE FOR TESTING METALS FOR TRIAXIAL COMPRESSION
    SOLNTSEVA, GA
    YAGN, YI
    INDUSTRIAL LABORATORY, 1959, 25 (03): : 372 - 373
  • [43] Mechanical consequences of bone loss in cancellous bone
    van der Linden, JC
    Homminga, J
    Verhaar, JAN
    Weinans, H
    JOURNAL OF BONE AND MINERAL RESEARCH, 2001, 16 (03) : 457 - 465
  • [44] Study on the Mechanical Behavior and Acoustic Emission Properties of Granite under Triaxial Compression
    Guo, Jiaqi
    Liu, Pengfei
    Fan, Junqi
    Zhang, Hengyuan
    GEOFLUIDS, 2021, 2021
  • [45] Investigation of the curing time on the mechanical behavior of normal concrete under triaxial compression
    Chen, Da
    Yu Xiao-tong
    Shen, Jun
    Liao Ying-di
    Zhang, Yan
    CONSTRUCTION AND BUILDING MATERIALS, 2017, 147 : 488 - 496
  • [46] Mechanical behavior of normal concrete under triaxial compression after high temperature
    Shandong University of Technology, Shandong Zibo 255049, China
    不详
    Gongcheng Lixue, 2009, 10 (159-164+170):
  • [47] Characterization of mechanical behavior of asphalt mixtures under partial triaxial compression test
    Zhang, Jiantong
    Yang, Jun
    Kim, Y. Richard
    CONSTRUCTION AND BUILDING MATERIALS, 2015, 79 : 136 - 144
  • [48] The effect of gas adsorption on the mechanical behavior and property of coal in uniaxial and triaxial compression
    Jun Xu
    Xiaochun Xiao
    Di Wu
    Jiaxu Jin
    Cunying Meng
    Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 2022, 8
  • [49] Mechanical behavior of rocks under true triaxial compression conditions-A review
    Kwasniewski, M.
    TRUE TRIAXIAL TESTING OF ROCKS, 2012, 4 : 99 - 138
  • [50] The effect of gas adsorption on the mechanical behavior and property of coal in uniaxial and triaxial compression
    Xu, Jun
    Xiao, Xiaochun
    Wu, Di
    Jin, Jiaxu
    Meng, Cunying
    GEOMECHANICS AND GEOPHYSICS FOR GEO-ENERGY AND GEO-RESOURCES, 2022, 8 (02)