复合材料的非破坏性测试方法的最新趋势:对成功实施的回顾
Jan Lean Tai1, Mohamed Thariq Hameed Sultan1,2,3, Andrzej Łukaszewicz4
1Department of Aerospace Engineering, Faculty of Engineering, Universiti Putra Malaysia, Serdang 43400, Selangor, Malaysia.
Materials (Basel, Switzerland)
|July 12, 2025
概括
非破坏性测试 (NDT) 方法对于复合材料的完整性至关重要. 本综述强调了最近的NDT趋势和缺陷检测技术,强调多式联运系统和人工智能用于先进的质量保证.
科学领域:
- 材料科学 材料科学 材料科学
- 工程 工程师 工程师 工程师
- 非破坏性测试是一种非破坏性测试.
背景情况:
- 复合材料在航空航天和可再生能源领域至关重要.
- 复合材料的结构完整性和缺陷检测需要强大的非破坏性测试 (NDT) 方法.
研究的目的:
- 审查复合材料NDT技术的最新趋势和成功实施 (2015-2025年).
- 提供各种NDT方法的能力和局限性的见解.
- 建议未来的研究方向,以加强复合材料质量控制.
主要方法:
- 2015年至2025年间发表的120篇文章的系统文献综述.
- 分析技术包括超声波测试 (UT),声辐射测试 (AET),温度测试 (TR),放射测试 (RT),流测试 (ECT),红外温度测试 (IRT),X射线计算机断层扫描 (XCT) 和数字放射测试 (DRT).
主要成果:
- 确定了用于检测纤维增强聚合物 (FRP) 复合材料中脱,分层和空隙等缺陷的关键NDT方法.
- 证明了NDT的选择取决于材料特性,缺陷类型和测试条件.
- 强调结合多种NDT方法可以改善综合质量评估.
结论:
- 在确保复合材料的可靠性方面,NDT起着至关重要的作用.
- 未来的趋势指向多式联网无线电技术,数字双胞胎集成,工业4.0,嵌入式结构健康监测,以及用于自动缺陷解释的AI.
- 进步的目标是将无线核技术转化为智能,预测和综合质量保证系统.
关键词:
射线计算机断层扫描 (XCT) 是指X射线计算机断层扫描.复合材料是一种复合材料.红外热像测试 (IRT) 是指进行红外热像测试.多个传感器的多个传感器非破坏性测试 (NDT) 是指非破坏性测试.超声波测试 (UT) 是指超声波测试.更多相关视频
07:53Cutting Procedures, Tensile Testing, and Ageing of Flexible Unidirectional Composite Laminates
Published on: April 27, 2019
8.4K
09:41Magnet Assisted Composite Manufacturing: A Flexible New Technique for Achieving High Consolidation Pressure in Vacuum Bag/Lay-Up Processes
Published on: May 17, 2018
13.6K
相关概念视频
Non-destructive Tests for Concrete Strength
195
The rebound hammer test, also known as the Schmidt hammer test, is a non-destructive technique for evaluating the hardness of concrete and, indirectly, the strength of concrete. It operates on the principle that the rebound of a spring-driven mass from a concrete surface correlates to the surface's hardness. The device comprises a mass within a tubular housing, a spring mechanism, and a plunger that strikes the concrete. Upon release, the energy imparted to the mass by the spring causes it...
195
Microcracking in Concrete
210
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...
210
