长期储存条件对实验性牙微裂的发展的影响
Gustavo De-Deus1, Fabio Nakao Arashiro2, Erick Miranda Souza3
1Department of Endodontics, Fluminense Federal University, Niterói, Rio de Janeiro, Brazil.
概括
长期干燥储存牙显著增加牙微裂. 在水或甲中储存牙可以在三年内防止新的微裂形成,这对牙科研究至关重要.
科学领域:
- 牙科材料科学 牙科材料科学
- 生物材料工程 生物材料工程
- 口腔生物学 口腔生物学
背景情况:
- 提取牙的适当存储对于临床前研究至关重要.
- 了解储存条件对牙结构的影响对于可靠的实验结果至关重要.
- 牙微裂可以损害牙的完整性,并影响研究结果.
研究的目的:
- 评估不同长期储存介质 (形式素,水,干) 和时间对实验性牙微裂的发展的影响.
- 确定在牙科研究中保存牙结构的最佳存储方法.
- 为牙样本保存提供数据驱动的建议.
主要方法:
- 60个提取的前被分为三组 (n=20) 并存储在甲,水或干燥条件下.
- 用微型计算机断层扫描扫描了牙,抽取后72小时,30天,6个月和3年.
- 进行了统计分析,以评估储存介质和时间对牙缺陷发生的影响.
主要成果:
- 干燥储存条件在所有时间点都显著增加了新的牙微裂的发生率.
- 在整个3年的研究期间,在存储在水中的牙中没有观察到新的缺陷.
- 甲组中只有一个牙在6个月后出现了新的缺陷,没有进一步的发展.
结论:
- 干燥储存对取牙的结构完整性有害,促进牙微裂的形成.
- 储水提供了一种可靠的方法,可以在3年内保存取出的牙,而不会引发新的微裂.
- 甲素的储存对于短期保存也似乎是安全的,观察到的缺陷的发展最小.
相关概念视频
Microcracking in Concrete
128
Microcracking in concrete refers to the tiny cracks that can form within the material even before any external load is applied. These microcracks typically occur at the interface between the coarse aggregate and the hydrated cement paste, often as a result of differential volume changes prompted by variations in stress-strain behavior, as well as thermal and moisture movement. Initially, these microcracks remain stable and do not grow substantially until the concrete is stressed to about 30...
128
Types of Non-structural Cracks in Concrete
168
Non-structural cracks are primarily of three types: plastic, early-age thermal, and drying shrinkage cracks. Plastic cracks are further classified into plastic shrinkage cracks and plastic settlement cracks.
Plastic shrinkage cracks typically form within hours after the concrete is poured. The concrete's surface dries faster than the bottom, creating tensile stress that the still-plastic concrete cannot withstand, leading to diagonal or randomly patterned cracks on the concrete surface.
Plastic shrinkage cracks typically form within hours after the concrete is poured. The concrete's surface dries faster than the bottom, creating tensile stress that the still-plastic concrete cannot withstand, leading to diagonal or randomly patterned cracks on the concrete surface.
168


