提高基于穿孔金属材料的复合材料的结构效率
Mihails Lisicins1, Dmitrijs Serdjuks1, Pavel Akishin2
1Faculty of Civil and Mechanical Engineering, Institute of Civil Engineering, Riga Technical University, LV-1011 Riga, Latvia.
Polymers
|January 8, 2025
概括
回收的钢废可以有效地用于建筑的复合材料. 这种创新的PPLK复合材料显示了增强的承载能力和改进的材料利用,促进可持续的废物管理.
科学领域:
- 材料科学 材料科学 材料科学
- 土木工程 土木工程是指土木工程.
- 废物管理 废物管理
背景情况:
- 全球对原材料日益增长的需求需要可持续的替代品.
- 固体无机废物,包括穿孔钢,存在处理挑战.
- 需要具有改进机械性能的创新建筑材料.
研究的目的:
- 研究在复合材料中重复使用冲孔钢废弃物的可行性.
- 开发和表征一种用穿孔钢带 (PPLK) 加固的聚烯基复合材料.
- 评估PPLK复合材料的机械性能和应力行为.
主要方法:
- 在聚烯矩阵中使用穿孔钢带制造PPLK复合样本.
- 实验测试以确定承载能力和机械性能.
- 有限元分析 (FEA) 用于评估应力度和材料行为.
主要成果:
- 聚烯复合材料表现出协同效应,承载能力为21.64 kN,比其组成部分高11.37%.
- 钢制部件 (LPM-4等级) 的平均抗拉强度为220.65MPa.
- 通过将矩阵的弹性模量增加到42 MPa,FEA表明弹性力增强了24%,从而降低了应力度.
结论:
- 穿孔钢废弃物可以有效地重新利用成为高性能建筑复合材料.
- PPLK复合材料为废物管理和建筑物材料利用提供了可持续的解决方案.
- 优化矩阵特性可以显著提高钢聚合物复合材料的机械性能.
相关概念视频
Bending of Members Made of Several Materials
139
In analyzing a structural member composed of two different materials with identical cross-sectional areas, it is crucial to understand how their distinct elastic properties affect the member's response under load. The analysis involves assessing stress and strain distributions using the transformed section concept, which accounts for variations in material properties.
Hooke's Law determines stress in each material, stating that stress is proportional to strain but varies due to each...
Hooke's Law determines stress in each material, stating that stress is proportional to strain but varies due to each...
139
Stress Concentrations
272
Stress concentration is when stress intensifies near discontinuities such as holes or abrupt cross-sectional changes in a structural member. This localized stress can often surpass the average stress within the member. The stress distribution in flat bars, either with a circular hole or varying widths connected by fillets, can be determined experimentally using a photoelastic method. The results are based on ratios of geometric parameters like the ratio of the hole's radius to the smaller...
272
Unsymmetric Loading of Thin-Walled Members: Problem Solving
90
The shear center of a channel section with uniform thickness, height, and width, is determined by computing the shear force in the member and calculating the moments of inertia of the sections.
To compute the shear forces, find the shear flow at a specific distance from the endpoint using the vertical shear and the moment of inertia values. The total shear force on the flange is calculated by integrating the shear flow from one end of the flange to the other.
Next, calculate the moments of...
To compute the shear forces, find the shear flow at a specific distance from the endpoint using the vertical shear and the moment of inertia values. The total shear force on the flange is calculated by integrating the shear flow from one end of the flange to the other.
Next, calculate the moments of...
90
Members Made of Elastoplastic Material
93
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...
93
Unsymmetric Loading of Thin-Walled Members
98
Thin-walled members with non-symmetrical cross-sections are vital to engineering structures, offering material efficiency and structural integrity. However, unsymmetrical loading on these members leads to complex stress distributions, resulting in simultaneous bending and twisting can cause deformation or structural failure. The interaction between bending and twisting requires detailed analysis to ensure structural resilience.
The concept of the shear center is crucial in countering the...
The concept of the shear center is crucial in countering the...
98
Yield Criteria for Ductile Materials under Plane Stress
146
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...
146


