相关实验视频
Updated: Jul 18, 2025

06:54
Ultrasonic Fatigue Testing in the Tension-Compression Mode
Published on: March 7, 2018
10.7K
疲劳寿命预测,考虑到增材制造的纯扣的变化
Kento Odaka1, Shota Kamiyama2, Naoki Takano3
1Department of Oral and Maxillofacial Radiology, Tokyo Dental College.
Journal of prosthodontic research
|August 23, 2023
概括
一种新的数值方法预测了增材制造的扣的疲劳寿命变化. 该方法使用有限元分析 (FEA) 和史密斯-沃森-托珀 (SWT) 方程,以可靠地保证患者特定的牙科设备的质量.
科学领域:
- 材料科学 材料科学 材料科学
- 机械工程 机械工程
- 生物医学工程 生物医学工程
背景情况:
- 增材制造使患者特定的医疗设备,如牙扣,成为可能.
- 商用纯 (CPTi等级2) 是这种应用的常见材料.
- 增材制造的零件的疲劳寿命表现出显著的变化,这对可靠的设计构成了挑战.
研究的目的:
- 开发一种数值预测方法,用于增材制造CPTi等级2扣子的平均疲劳寿命及其标准偏差.
- 为了验证在各种几何设计的扣子上的预测方法.
- 为了提高针对患者的扣的质量保证.
主要方法:
- 利用史密斯-沃森-托珀 (SWT) 方程和有限元素分析 (FEA) 来预测疲劳寿命.
- 确定每个扣式类型的疲劳寿命和冲程的标准偏差以模拟可变性.
- 采用扫描电子显微镜 (SEM) 来分析断裂表面并识别关键缺陷.
主要成果:
- 用实验确定参数的SWT方程准确预测了平均疲劳寿命.
- 开发的预测方法成功地包含了实验数据,包括可变性.
- 在最大拉力应力位置的表面缺陷被确定为影响疲劳寿命的关键因素.
结论:
- 增材制造的零件的疲劳寿命可变性可以预测使用静态弹性塑料FEA的预制.
- 该方法可以在没有实验性测试的情况下为患者特定的扣子提供质量保证.
- 这种方法可以降低牙科设备的制造成本和交付时间.
相关概念视频
Fatigue
206
Fatigue occurs when materials rupture under repeated or fluctuating loads, even at stress levels far below their static breaking strength. It typically results in brittle failure, even for ductile materials. It is a critical consideration in designing machines and structural components subjected to repetitive or varying loads. The nature of these loadings can range from fluctuating loads like unbalanced pump impellers causing vibrations to repeatedly bending a thin steel rod wire back and forth...
206
Fatigue Strength of Concrete
216
Fatigue, in the context of materials science and engineering, refers to the weakening or failure of a material caused by repeatedly applied loads, even if these loads are below the strength limit of the material. Fatigue strength in concrete is a critical property that influences its durability and longevity. Concrete can fail in two ways due to fatigue. Static fatigue or creep rupture occurs under a constant load or one that increases slowly. The other failure mode is due to cyclical or...
216
Residual Stresses
243
Residual stresses reside in a structure even after removing the original stress inducer. This phenomenon often arises from varied plastic deformations across different parts of a structure. Consider a rod stretched beyond its yield point. It will not regain its original length due to permanent deformation. Even after load removal, the rod does not entirely lose stress because of uneven plastic deformations, resulting in residual stresses. The computation of these stresses in structures is...
243
Yield Criteria for Ductile Materials under Plane Stress
185
In designing structural elements and machine parts using ductile materials, it is crucial to ensure that these components withstand applied stresses without yielding. Yielding is initially determined through a tensile test, which evaluates the material's response to uniaxial stress. However, tensile stress is insufficient when components face biaxial or plane stress conditions This condition requires advanced criteria to predict failure.
The Maximum Shearing Stress Criterion, also known as...
The Maximum Shearing Stress Criterion, also known as...
185
Stress Concentrations in Circular Shafts
200
Consider the elastic torsion formula, which applies to a circular shaft with a consistent cross-section. This formula assumes that the shaft's ends are loaded with rigid plates firmly attached. However, in many cases, torques are applied to the shaft through mechanisms like flange couplings or gears, which are connected by keys inserted into keyways. This application method modifies the stress distribution near the point of torque application, causing it to deviate from the distributions...
200
Temperature Dependent Deformation
169
In a nonhomogeneous rod made up of steel and brass, restrained at both ends and subjected to a temperature change, several steps are involved in calculating the stress and compressive load. Due to the problem's static indeterminacy, one end support is disconnected, allowing the rod to experience the temperature change freely. Next, an unknown force is applied at the free end, triggering deformations in the rod's steel and brass portions. These deformations are then calculated and added...
169

