The effect of thread length in cancellous bone fixation under shear loading: A biomechanical study

The thread length of bone screws is a crucial design parameter directly related to the length of the thread engagement in the bone. For porous materials, like cancellous bone, the length of engagement is correlated with the holding power of screws. The objective of this study is to assess the effect of the thread length in fixation under shear loading, a relatively unexplored area of investigation. For this purpose, sawbone blocks were used as a substitute for cancellous bone, fixed with either a single 6.5 solid-core cancellous screw with a thread length of 16 mm or a single screw with a 32 mm thread length (lag by design). The experiments (shear loading of the constructs) were carried out using an MTS Insight frame. The stiffness, proportionality limit, conventional yield load, and yield displacement were determined for each test piece. The results indicated that the constructs fixed with longer threaded screws had statistically significantly greater stiffness, proportionality limit, and yield force compared to the constructs fixed with shorter threaded screws. This study suggests that the length of thread engagement may affect the resistance of fixation to shear loading.

Authors

Institutions

Publication Details

Journal
Procedia Structural Integrity
Published
2025-01-01
DOI
https://doi.org/10.1016/j.prostr.2025.06.030
Primary Topic
Pelvic and Acetabular Injuries
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

The effect of thread length in cancellous bone fixation under shear loading: A biomechanical study

Olga D. Savvidou, Stavros K. Kourkoulis, Ermioni D. Pasiou, P. Langourani-Kosteletou et al.
Procedia Structural Integrity
Pelvic and Acetabular Injuries
article

The effect of thread length in cancellous bone fixation under shear loading: A biomechanical study

Olga D. Savvidou, Stavros K. Kourkoulis, Ermioni D. Pasiou, P. Langourani-Kosteletou, G. Chelidonis
article en

Abstract

The thread length of bone screws is a crucial design parameter directly related to the length of the thread engagement in the bone. For porous materials, like cancellous bone, the length of engagement is correlated with the holding power of screws. The objective of this study is to assess the effect of the thread length in fixation under shear loading, a relatively unexplored area of investigation. For this purpose, sawbone blocks were used as a substitute for cancellous bone, fixed with either a single 6.5 solid-core cancellous screw with a thread length of 16 mm or a single screw with a 32 mm thread length (lag by design). The experiments (shear loading of the constructs) were carried out using an MTS Insight frame. The stiffness, proportionality limit, conventional yield load, and yield displacement were determined for each test piece. The results indicated that the constructs fixed with longer threaded screws had statistically significantly greater stiffness, proportionality limit, and yield force compared to the constructs fixed with shorter threaded screws. This study suggests that the length of thread engagement may affect the resistance of fixation to shear loading.

Procedia Structural IntegrityVol. 68
National Technical University of Athens (GR)
Openalex Percentile: Top 71%
Pelvic and Acetabular Injuries
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.

The effect of thread length in cancellous bone fixation under shear loading: A biomechanical study — Olga D. Savvidou, Stavros K. Kourkoulis, et al. · Procedia Structural Integrity (2025) | TGRS Research Map | TGRS