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Viscoelastic Cementitious Composites for Controlled Damping of Civil Infrastructure

Viscoelastic Cementitious Composites for Controlled Damping of Civil Infrastructure
用于民用基础设施受控阻尼的粘弹性水泥基复合材料
批准号:
0727143
负责人:
Zachary Grasley
金额:
$15.0万
依托单位国家:
美国
项目类别:
Standard Grant
财政年份:
2007
资助国家:
美国
项目状态:
已结题
起止时间:
2007-09-01 至 2011-08-31

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中文摘要
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英文摘要
This research proposes to develop techniques and guidelines for designing cementitious materials with superior viscoelastic damping capacity. An analytical modeling framework will be created for guiding the multiscale design of customized, controlled viscoelastic cementitious composites. Based on the analytical models, the new design techniques will utilize strategic integration of materials science and mechanics to optimize damping on multiple length scales. On the nano through microscale, the poromechanical behavior of cementitious materials will be exploited to utilize apparent viscoelastic properties to promote hydraulic damping; this effect is analogous to the mechanism of a shock absorber in that damping will be provided by compressed viscous fluid flowing through small pores. In cementitious materials, the pore fluid will be forced through the designed, interconnected pore network to invoke hydraulic damping. On the millimeter scale, novel viscoelastic inclusions with model driven surface conditioning will be utilized to improve composite damping. Experiments will be performed to measure parameters critical to the analytical models, and to validate the model predicted damping. Critical parameters to measure will include traditional properties such as porosity, pore interconnectivity, and moduli, as well as nontraditional properties such as surface energy.If successful, the results of this research will enable the development of exciting new tailored viscoelastic cementitious composite materials for civil infrastructure applications. The primary role of these new materials will be to serve as integrated energy absorbers to reduce the damage induced by earthquakes, wind, impacts, blasts, and other sources of structural vibrations. The contribution of structural materials to damping may be considerable, owing to the tremendous volume of such materials in a structure. Additionally, this research will result in an overall improvement in the understanding of the behavior of viscoelastic porous solids, phase interaction in composite materials, and fluid-solid material interaction.
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Planning Grant: Engineering Research Center for AI in Construction (AI-Con)
Collaborative Research: Elucidating the Physical Origins of Creep in Cementitious Materials Towards Improved Prediction and Prescription of Creep-Resistant Binders
Collaborative Research: Coupling System Chemistry and Time-Dependent Deformation of Cementitious Materials through Evolving Thermodynamic States
Collaborative Research: Coupling System Chemistry and Time-Dependent Deformation of Cementitious Materials through Evolving Thermodynamic States
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