辅助几何学的元材料用于吸收地震能量
Ahmed Abdalfatah Saddek1, Tzu-Kang Lin1, Wen-Kuei Chang1
1Department of Civil Engineering, National Yang Ming Chiao Tung University, Hsinchu 300093, Taiwan.
Materials (Basel, Switzerland)
|August 12, 2023
概括
这项研究引入了使用辅助几何学来减少地震能量传输的轻质地震超材料. 这些新型材料为结构提供实用,低频振动保护.
科学领域:
- * 工程 * 工程师 *
- * 材料科学 材料科学
- * 物理学 物理
背景情况:
- *地震能量通过弹性波传播,需要结构保护.
- *地震性超材料利用带隙分散波能量,但低频应用 (<10 Hz) 具有挑战性.
- *传统的方法往往依赖于沉重,昂贵的材料.
研究的目的:
- * 建议使用辅助性几何学设计一种轻量级的地震性元材料设计.
- * 为了证明辅助性地震元材料的实际可行性,用于减少地震波能量.
- *为了优化辅助体几何,以提高带隙性能.
主要方法:
- * 具有辅助性几何学的地震超材料的设计和模拟.
- * 有限元分析以评估时间和频率领域的振动减少.
- *对1D周期结构的质量-刚度关系的分析推导.
主要成果:
- *辅助几何学使轻质地震超材料具有有效的低频带间隙.
- * 与传统设计相比,具有显著的减振能力.
- *经过验证的分析模型与辅助性元材料的模态分析.
结论:
- *辅助性抗震元材料为抗震保护提供了轻量级,紧,有效的解决方案.
- * 拟议的设计克服了传统高质量方法的局限性.
- * 这项研究为先进的地震波能量消散系统的实际实施铺平了道路.
相关概念视频
Elastic Potential Energy
18.3K
Elastic potential energy is the energy stored as a result of the deformation of an elastic object, such as the stretching of a spring. An object is elastic if it returns to its original shape and size after being deformed.
Potential energy is also associated with the elastic force exerted by an ideal spring. The work done by this force can be represented as a change in the elastic potential energy of the spring. Thus, the work done by a perfectly elastic spring, in one dimension, depends...
Potential energy is also associated with the elastic force exerted by an ideal spring. The work done by this force can be represented as a change in the elastic potential energy of the spring. Thus, the work done by a perfectly elastic spring, in one dimension, depends...
18.3K
Elastic Strain Energy for Shearing Stresses
223
As discussed in previous lessons, strain energy in a material is the energy stored when it is elastically deformed, a concept crucial in materials science and mechanical engineering. This energy results from the internal work done against the cohesive forces within the material. When a material undergoes shearing stress and corresponding shearing strain, the strain energy density, which is the energy stored per unit volume, is calculated. Within the elastic limit, where the stress is...
223
Dynamic Modulus of Elasticity of Concrete
393
The dynamic modulus of elasticity assesses how a concrete structure deforms under impact or dynamic loads. It is typically higher than the static modulus of elasticity, measured under slow, steady loading conditions.
The sonic test is a common method to determine the dynamic modulus. In this test, a concrete beam, sized either 6 x 6 x 30 inches or 4 x 4 x 20 inches, is clamped at its center. Vibrations are initiated at one end of the beam by an electromagnetic exciter unit powered by...
The sonic test is a common method to determine the dynamic modulus. In this test, a concrete beam, sized either 6 x 6 x 30 inches or 4 x 4 x 20 inches, is clamped at its center. Vibrations are initiated at one end of the beam by an electromagnetic exciter unit powered by...
393
Elasticity in Concrete
114
Upon subjecting concrete to moderate or high uniaxial compressive or tensile stresses, the strain response is non-linear relative to the stress applied. As the stress is removed, the resulting stress-strain curve deviates from the original path traced during loading, creating a hysteresis loop, indicative of the concrete's non-linear and non-elastic properties. Typically, a material's modulus of elasticity, which is a measure of the material's stiffness, is inferred from the linear...
114
Elastic Strain Energy for Normal Stresses
206
Strain energy quantifies the energy stored within a material due to deformation under loading conditions, a fundamental concept in materials science and engineering. The strain energy can be modeled when a material is subjected to axial loading with uniformly distributed stress. In this scenario, the stress experienced by the material is the internal force divided by the cross-sectional area, and the strain induced is directly proportional to this stress through the modulus of elasticity.
If...
If...
206
Gravitational Potential Energy for Extended Objects
1.4K
Consider a system comprising several point masses. The coordinates of the center of mass for this system can be expressed as the summation of the product of each mass and its position vector divided by the total mass:
1.4K


