Ryan Stewart, Ehrhart Nicole, Zuehlsdorff Kelly, James Susan
Animal Cancer Center and the Department of Mechanical Engineering, Colorado State University, 300 W. Drake Road, Fort Collins, CO 80523, USA.
Vet Surg. 2009 Jan;38(1):96-103. doi: 10.1111/j.1532-950X.2008.00469.x.
To measure and compare the strain of wires tensioned with alternate (ALT) and simultaneous (SIM) tensioning in a single-ring fixator construct and compare the stiffness of these constructs under axial loading.
Experimental mechanical study.
Twenty-four, 84 mm diameter, single-ring constructs.
Twenty-four, 84 mm diameter, single-ring constructs were assembled using 2 1.6 mm wires placed at a 60 degrees angle tensioned with either ALT or SIM technique to 90 kg tension. Voltage data from a strain gauge were recorded during the wire-tensioning process, cyclic axial loading, and load-to-failure testing. Wire strains were calculated for each wire and compared within constructs and between ALT and SIM groups. Construct stiffness was compared between groups.
There was no difference between the tensioning methods in final wire strains after initial tensioning for both the wire below the ring (W1; P=.698) and the wire above the ring (W2; P=.233). There was also no difference in final wire strains within each tensioning method group (ALT, P=.289; SIM, P=.583). Loss of wire strain (3.5-5%) occurred after cyclic loading for both wires in both groups. There was no difference in construct stiffness between the ALT and SIM groups (P=.126). Mode of failure was by wire breakage in all constructs and occurred most frequently in W1.
ALT tensioning of wires produced similar wire strains within a single-ring construct after initial tensioning to SIM tensioned wires. There was no difference in construct stiffness under axial loading between AIM and SIM tensioned constructs.
ALT tensioning of wires in a single-ring fixator construct can be used as an alternative to SIM tensioning, as similar initial wire tensions are achieved.
测量并比较单环固定器结构中采用交替(ALT)和同步(SIM)张紧方式张紧的钢丝应变,并比较这些结构在轴向加载下的刚度。
实验力学研究。
24个直径84毫米的单环结构。
使用两根成60度角放置的1.6毫米钢丝,采用ALT或SIM技术将24个直径84毫米的单环结构张紧至90千克张力。在钢丝张紧过程、循环轴向加载和破坏载荷测试期间,记录来自应变片的电压数据。计算每根钢丝的应变,并在结构内以及ALT和SIM组之间进行比较。比较两组结构的刚度。
对于环下方的钢丝(W1;P = 0.698)和环上方的钢丝(W2;P = 0.233),初始张紧后最终钢丝应变的张紧方法之间没有差异。在每个张紧方法组内(ALT,P = 0.289;SIM,P = 0.583),最终钢丝应变也没有差异。两组中两根钢丝在循环加载后均出现钢丝应变损失(3.5 - 5%)。ALT和SIM组之间的结构刚度没有差异(P = 0.126)。所有结构的破坏模式均为钢丝断裂,且最常发生在W1。
在单环结构中,ALT张紧钢丝在初始张紧后产生的钢丝应变与SIM张紧的钢丝相似。AIM和SIM张紧的结构在轴向加载下的结构刚度没有差异。
单环固定器结构中钢丝的ALT张紧可作为SIM张紧的替代方法,因为能达到相似的初始钢丝张力。