Measurement of strain distributions within vertebral body sections by texture correlation

被引:38
作者
Bay, BK
Yerby, SA
McLain, RF
Toh, E
机构
[1] Univ Calif Davis, Orthopaed Res Labs, Sacramento, CA 95817 USA
[2] VA Palo Alto Hlth Care Syst, Rehabil R&D Ctr, Palo Alto, CA USA
[3] Cleveland Clin Fdn, Dept Orthopaed Surg, Cleveland, OH 44195 USA
[4] Tokai Univ, Sch Med, Dept Orthopaed Surg, Kanagawa, Japan
关键词
image correlation; measurement; strain; vertebral body;
D O I
10.1097/00007632-199901010-00004
中图分类号
R74 [神经病学与精神病学];
学科分类号
摘要
Study Design. A high-resolution strain measurement technique was applied to axially loaded parasagittal sections from thoracic spinal segments. Objectives. To establish a new experimental technique, develop data analysis procedures, characterize intrasample shear strain distributions, and measure intersample variability within a group of morphologically diverse samples. Summary of Background Data. Compression of intact vertebral bodies yields structural stiffness and strength, but not strain patterns within the trabecular bone. Finite element models yield trabecular strains but require uncertain boundary conditions and material properties. Methods. Six spinal segments (T8-T10) were sliced in parasagittal sections 6-mm thick. Axial compression was applied in 25-N increments up to sample failure, then the load was removed. Contact radiographs of the samples were made at each loading level. Strain distributions within the central vertebral body were measured from the contact radiographs by an image correlation procedure. Results. Intrasample shear strain probability distributions were log-normal at all load levels. Shear strains were concentrated directly inferior to the superior endplate and adjacent to the anterior cortex, in regions where fractures are commonly seen clinically. Load removal restored overall sample shape, but measurable residual strains remained. Conclusions. This experimental model is a suitable means of studying low-energy vertebral fractures. The methods of data interpretation are consistent and reliable, and strain patterns correlate with clinical fracture patterns. Quantification of intersample variability provides guidelines for the design of future experiments, and the strain patterns form a basis for validation of finite element models. The results imply that strain uniformity is an important criterion in assessing risk of vertebral failure.
引用
收藏
页码:10 / 17
页数:8
相关论文
共 34 条
[1]
TEXTURE CORRELATION - A METHOD FOR THE MEASUREMENT OF DETAILED STRAIN DISTRIBUTIONS WITHIN TRABECULAR BONE [J].
BAY, BK .
JOURNAL OF ORTHOPAEDIC RESEARCH, 1995, 13 (02) :258-267
[2]
PREDICTION OF THE COMPRESSIVE STRENGTH OF HUMAN LUMBAR VERTEBRAE [J].
BRINCKMANN, P ;
BIGGEMANN, M ;
HILWEG, D .
SPINE, 1989, 14 (06) :606-610
[3]
CODY DD, 1991, SPINE, V16, P146
[4]
Predictive value of proximal femoral bone densitometry in determining local orthogonal material properties [J].
Cody, DD ;
McCubbrey, DA ;
Divine, GW ;
Gross, GJ ;
Goldstein, SA .
JOURNAL OF BIOMECHANICS, 1996, 29 (06) :753-761
[5]
EPIDEMIOLOGY OF OSTEOPOROSIS AND OSTEOPOROTIC FRACTURES [J].
CUMMINGS, SR ;
KELSEY, JL ;
NEVITT, MC ;
ODOWD, KJ .
EPIDEMIOLOGIC REVIEWS, 1985, 7 :178-208
[6]
SPINAL-COMPRESSION FRACTURES IN OSTEOPOROTIC WOMEN - PATTERNS AND RELATIONSHIP TO HYPERKYPHOSIS [J].
DESMET, AA ;
ROBINSON, RG ;
JOHNSON, BE ;
LUKERT, BP .
RADIOLOGY, 1988, 166 (02) :497-500
[7]
EFFECT OF BONE DISTRIBUTION ON VERTEBRAL STRENGTH - ASSESSMENT WITH PATIENT-SPECIFIC NONLINEAR FINITE-ELEMENT ANALYSIS [J].
FAULKNER, KG ;
CANN, CE ;
HASEGAWA, BH .
RADIOLOGY, 1991, 179 (03) :669-674
[8]
The dependence of shear failure properties of trabecular bone on apparent density and trabecular orientation [J].
Ford, CM ;
Keaveny, TM .
JOURNAL OF BIOMECHANICS, 1996, 29 (10) :1309-1317
[9]
FAILURE MECHANISMS IN HUMAN VERTEBRAL CANCELLOUS BONE [J].
FYHRIE, DP ;
SCHAFFLER, MB .
BONE, 1994, 15 (01) :105-109
[10]
Computing strain fields from discrete displacement fields in 2D-solids [J].
Geers, MGD ;
DeBorst, R ;
Brekelmans, WAM .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1996, 33 (29) :4293-4307