环氧树脂的表面化学和分子动力学:在固化和后固化过程中的分析的见解
Bogdan-Marian Tofanica1, Elena Ungureanu1, Firas Awaja2
1"Ion Ionescu de la Brad" Iasi University of Life Sciences, 3 Mihail Sadoveanu Alley, 700490 Iasi, Romania.
Polymers
|April 26, 2025
概括
经过固化后的环氧树脂通过促进交叉链接和减少未反应的组来提高其性能. 飞行时间二次离子质谱 (ToF-SIMS) 揭示了分子变化,改善了材料特性和理解反应途径.
科学领域:
- 材料科学 材料科学 材料科学
- 聚合物化学 聚合物化学
- 表面科学是一门学科.
背景情况:
- 环氧树脂表面化学对于各种应用中的长期性能至关重要.
- 了解固化和后固化反应是优化环氧树脂性能的关键.
研究的目的:
- 用ToF-SIMS.来研究在环氧树脂固化和后固化过程中的表面反应.
- 为了阐明固化进展,交叉链接和残留硬化剂的分子细节.
- 通过先进的数据分析来区分固化阶段和反应途径.
主要方法:
- 飞行时间二次离子质谱 (ToF-SIMS) 用于表面分析.
- 主要成分回归 (PCR) 用于区分固化阶段.
- 监测特定的离子 (例如,C14H7O+,CHO+,CH3O+,C21H24O4+) 来跟踪反应的进展.
- 对消耗硬化剂的负光谱的分析.
主要成果:
- ToF-SIMS确定了关键的离子,表明固化完成和剩余的未反应硬化剂.
- 交叉连接密度和酸碳化合物强度差异化固化阶段.
- 治愈后被证明可以增加交叉链接,并减少未反应的组.
- 分子变化证实了固化和后固化反应之间的明显差异.
结论:
- 后固化通过促进更广泛的共价网络,显著提高了环氧树脂的性能.
- 通过优化交叉连接和减少缺陷,提高了机械和热稳定性.
- ToF-SIMS为优化环氧树脂配方和加工提供了宝贵的分子洞察力.
更多相关视频
07:15A Testing Platform for Durability Studies of Polymers and Fiber-reinforced Polymer Composites under Concurrent Hygrothermo-mechanical Stimuli
Published on: December 11, 2014
13.7K
14:24Manufacturing of Three-dimensionally Microstructured Nanocomposites through Microfluidic Infiltration
Published on: March 12, 2014
12.3K
相关概念视频
Curing Methods
62
Concrete members with a small surface-to-volume ratio are cured by oiling and moistening the forms before casting the concrete member. These forms can be left in place for a prolonged period to prevent moisture loss, and can be wetted if made of a material suitable for wetting. If the forms are removed early, the concrete member is moistened and covered with polythene sheets to maintain moisture. For large horizontal concrete surfaces exposed to dry weather, a temporary covering is suspended...
62
Curing of Concrete
81
The hydration of cement takes place within the water-filled capillary pores. However, environmental elements can disrupt this process by evaporating water from the concrete surfaces. Sealed concrete with a water-cement ratio below 0.5 experiences self-desiccation, leading to water loss. The water loss in concrete is mitigated by curing. This technique involves keeping the concrete saturated to maintain the necessary temperature and moisture conditions, to optimally fill the spaces in the cement...
81
Drying Shrinkage
53
When hardened concrete is exposed to air with a relative humidity of less than 100 percent, it begins to lose the free water within its capillaries. As this water evaporates, the water initially adsorbed onto the calcium silicate hydrates migrates towards these now empty spaces and eventually evaporates as well. Over time, as more water leaves, the volume of the concrete decreases, a phenomenon known as drying shrinkage.
A portion of this drying shrinkage can be reversed; if the concrete is...
A portion of this drying shrinkage can be reversed; if the concrete is...
53
Accelerated Curing of Concrete
83
Accelerating concrete curing is achieved by applying heat and additional moisture. This process accelerates the hydration of the cement, resulting in an earlier strength gain in the concrete. Steam curing is a method wherein the concrete products are either transported through a chamber on a conveyor belt or encased in plastic, allowing steam at atmospheric pressure to circulate freely around them. This process begins with a phase of moist curing that typically lasts between 3 to 5 hours, after...
83
Acid-Catalyzed Ring-Opening of Epoxides
7.0K
Epoxides that are three-membered ring systems are more reactive than other cyclic and acyclic ethers. The high reactivity of epoxides originates from the strain present in the ring. This ring strain acts as a driving force for epoxides to undergo ring-opening reactions either with halogen acids or weak nucleophiles in the presence of mild acid. The acid catalyst converts the epoxide oxygen, a poor leaving group, into an oxonium ion, a better leaving group, making the reaction feasible. The...
7.0K
