使用工程构成模型对塑料复合材料的化学回收进行环境和经济研究
1Department of Mechanical Engineering, University of Colorado Denver, Denver, CO, 80217, USA.
Journal of environmental management
|April 12, 2025
概括
与其他方法相比,碳纤维复合材料的化学回收提供了卓越的环境效益和成本效益. 优化催化剂使用和温度等条件可以进一步提高经济可行性,而不会牺牲可持续性.
科学领域:
- 材料科学 材料科学 材料科学
- 化学工程是化学工程的重要组成部分.
- 环境科学 环境科学
背景情况:
- 碳纤维增强的聚合物复合材料在工程中是必不可少的,但会带来回收挑战.
- 目前的回收效应评估由于数据估计而缺乏准确性.
- 可持续的化学回收方法使用有机溶剂去聚合复合材料.
研究的目的:
- 为复合材料回收利用方法制定精确的评估框架.
- 整合工程构成模型与生命周期和成本分析.
- 为了比较垃圾填埋,机械,热解,溶解和化学回收的环境和经济可行性.
主要方法:
- 开发了一种新的方法,将工程构成模型与生命周期和成本分析结合起来.
- 在不同条件下对各种回收过程进行了参数分析.
- 垃圾填埋场,机械回收,热解,溶解和化学回收的比较.
主要成果:
- 溶剂辅助化学品回收显示出优异的净环境节约,低能源和资本成本.
- 综合模型允许精确评估和优化回收过程.
- 通过降低催化剂和温度来优化化学回收,成本降低了58%以上,效益成本比提高了24.4%.
结论:
- 化学回收,特别是溶剂辅助方法是最可持续和经济可行的选择.
- 工程构成型建模可以实现流程优化,以提高成本效益和环境性能.
- 该研究为可持续复合材料回收和知情决策提供了基于数据的建议.
更多相关视频
08:21Forming Micro-and Nano-Plastics from Agricultural Plastic Films for Employment in Fundamental Research Studies
Published on: July 27, 2022
09:54Measuring the Mechanical Properties of Glass Fiber Reinforcement Polymer Composite Laminates Obtained by Different Fabrication Processes
Published on: June 30, 2023
相关概念视频
Plasticity
2.1K
Plasticity is the property where an object loses its elasticity and undergoes irreversible deformation, even after the deformation forces are eliminated. If a material deforms irreversibly without increasing stress or load, then this is called ideal plasticity. For example, when a force is applied to an aluminum rod, it changes its shape, but it does not return to its original shape once the force is removed. Plastic deformation or ductility is thus a permanent deformation or change in the...
2.1K
Plastic Behavior
177
A material's elastic behavior is characterized by the disappearance of stress once the load is removed, allowing the material to return to its original state. However, when stress surpasses the yield point, yielding commences, marking the onset of plastic deformation or permanent set. This change from elastic to plastic behavior is influenced by the peak stress value and the duration before the load is removed. An intriguing observation occurs when a specimen is loaded, unloaded, and...
177
Residual Stresses
189
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...
189
Members Made of Elastoplastic Material
92
The behavior of elastoplastic materials under bending stresses, particularly in structural members with rectangular cross-sections, is crucial for predicting material responses and understanding failure modes. Initially, when a bending moment is applied, the stress distribution across the section follows Hooke's Law and is linear and elastic. This distribution means the stress increases from the neutral axis to the maximum at the outer fibers, up to the elastic limit.
As the bending moment...
As the bending moment...
92
Plastic Deformations
98
Plastic deformation represents a fundamental concept in materials science, which explains the irreversible change in the shape of a material when it experiences stress beyond its elastic capability. This phenomenon is important in structural engineering, especially in designing and analyzing cantilever beams—structures that are securely fixed at one end and bear loads at the opposite end. When these beams are subjected to loads within their elastic range, they will return to their...
98
Fiber Reinforced Concrete
61
Fiber-reinforced concrete significantly enhances the structural and nonstructural properties of traditional concrete by incorporating fibers like steel, glass, and polymers. These fibers, varying from natural ones such as sisal and cellulose to manufactured ones like polypropylene and Kevlar, are mixed into hydraulic cement with aggregates. Steel fibers, often preferred for their robustness, contribute to improved ductility, toughness, and post-cracking performance. The concrete is classified...
61
