平行空心加压螺钉联合内侧支撑钢板与F型空心加压螺钉固定PauwelsⅢ型股骨颈骨折生物力学特性的有限元分析  

Biomechanical study on parallel cannulated compression screw combined with medial buttress plate fixation and F-type cannulated compression screw fixation in PauwelsⅢfemoral neck fracture:A finite element analysis

作　　者：王俊杰[1] 高永泉 宋德业[1] 倪江东[1] WANG Junjie;GAO Yongquan;SONG Deye;NI Jiangdong(Department of Orthopedics,Second Xiangya Hospital,Central South University,Changsha 410011,China)

机构地区：[1]中南大学湘雅二医院骨科,长沙410011

出　　处：《中南大学学报（医学版）》2022年第8期1143-1153,共11页Journal of Central South University ：Medical Science

基　　金：长沙市自然科学基金(kq2014241)。

摘　　要：目的:PauwelsⅢ型股骨颈骨折是指在冠状面上骨折线与髋臼上缘连线的夹角大于50°的股骨颈骨折。临床上较常用的内固定方式为空心加压螺钉(cannulated compression screw,CCS)、动力髋螺钉和锁定钢板。本研究对F型CCS固定和3种平行构型CCS联合内侧支撑钢板钢板固定进行建模和有限元分析,旨在比较4种内固定方式治疗PauwelsⅢ型股骨颈骨折的生物力学特性,为临床治疗提供理论依据。方法:选取1位52岁男性志愿者,身高176 cm,体重72 kg,无髋关节病史,行髋关节X线片及CT检查证实骨骼形态、骨质条件正常。应用螺旋CT对其右侧股骨近端行连续薄层扫描,采用有限元法利用CT采集的数据建立PauwelsⅢ型股骨颈骨折仿真模型,在模型上比较倒三角平行构型CCS+内侧支撑钢板(A组)、垂直平行构型CCS+内侧支撑钢板(B组)、水平平行构型CCS+内侧支撑钢板(C组)和F型CCS(D组)的内植物、骨折端的应力分布、应力峰值、位移分布及位移峰值。结果:A、B、C、D组模型的内植物应力峰值分别为362.74、586.84、558.25、208.66 mPa,应力峰值均出现在内植物的骨折断端部分,其中D组的应力分布最为均匀;A、B、C、D组内植物位移峰值分别为0.39、0.45、0.44、0.41 mm;骨折端的应力峰值分别为70.62、98.48、55.84、65.39 mPa,断端应力均集中在股骨颈基底部和股骨干外侧皮质,C、D组应力分布较A、B组均匀;A、B、C、D组骨折端的位移峰值分别为0.44、0.52、0.50、0.44 mm,B、C组位移大于A、D组。结论:F型CCS固定的力学稳定性与倒三角平行构型CCS联合内侧支撑钢板固定相当,并具有比平行构型CCS联合内侧支撑钢板固定更好的应力分散效果,可能是治疗PauwelsⅢ型股骨颈骨折的更好选择。Objective:PauwelsⅢfracture is a kind of femoral neck fractures,in which the angle of the fracture line in the coronal plane and the upper edge of the acetabulum is more than 50°.Internal fixation for the treatment of femoral neck fractures is largely performed by cannulated compression screw(CCS),dynamic hip screw,or locking plate.This study aims to compare the biomechanical properties of parallel CCS combined with medial buttress plate fixation and F-type CCS fixation in the treatment of PauwelsⅢfemoral neck fracture by finite element modeling and to determinate the most suitable procedure for such fractures.Methods:A 52-year-old male volunteer,176 cm in height and 72 kg in weight,with no history of hip joint,was selected.X-ray and CT examination confirmed that the morphology and bone condition of the right hip of the volunteer were normal.A simulation model of PauwelsⅢfemoral neck fracture was established from the collected CT data of the right proximal femur of the volunteer by the finite element method.Four internal fixations were developed to treat the finite element model:Three CCSs in an inverted triangular parallel configuration combined with medial buttress plate model served as Group A,2 CCSs in a vertical parallel configuration combined with medial buttress plate model served as Group B,2 CCSs in a horizontal parallel configuration combined with medial buttress model served as Group C,and the“F”shaped CCS model served as Group D.The distribution of stress,the peak stress,the distribution and maximum of displacement of internal fixations and fracture ends in different models were evaluated.Results:For Groups A,B,C,and D,the peak stresses on the internal fixation were 362.74,586.84,558.25,and 208.66 m Pa,respectively,all of which occurred near the fractures and the stress distribution in Group D was the most uniform.The maximum displacements of internal fixations in Groups A,B,C,and D were 0.39,0.45,0.44,and 0.41 mm,respectively;the peak stresses on the fracture ends were 70.62,98.48,55.84,and

关 键 词：股骨颈骨折 骨折内固定 空心加压螺钉 内侧支撑钢板 有限元分析 

分 类 号：R687.3[医药卫生—骨科学]