Collaborative Research: Analyzing Deployable Torque-Activated Structural Mechanisms for Enhanced Tension Capacity of Geosystems
Collaborative Research: Analyzing Deployable Torque-Activated Structural Mechanisms for Enhanced Tension Capacity of Geosystems
批准号:
2207260
负责人:
Ryan Beemer
金额:
$28.28万
依托单位国家:
美国
项目类别:
Standard Grant
财政年份:
2022
资助国家:
美国
项目状态:
未结题
起止时间:
2022-05-01 至 2025-04-30
中文摘要
该奖项的重点是了解如何在岩土基础设施中利用复杂的可部署结构系统,以减少其整体尺寸,从而减少运输,材料和生命周期成本。可展开的地下结构是在安装在地下后改变尺寸或形状的结构。这允许以更少的安装努力和成本实现更大的基础容量。使用可展开机构来增加地基承载力是用于地质结构的新颖概念,因为这些机构仅用于航空航天和地面应用。更具体地说,这项研究的重点是可部署的地下结构与芒,增加其大小地下一旦安装。这个想法可以应用于海上波浪和风能转换器,陆基风力涡轮机和高层建筑的基础桩。这项研究的未来进展将提高地质结构的可持续性,以创建使用更少材料的系统,并具有更好的运输包装,同时保持所需的承载能力。此外,在这个项目中,先进的可视化技术,如虚拟现实将被用来开发推广工具,向学生介绍结构部署和先进的土壤-结构相互作用的概念。研究的具体目标是通过获得所需的基本物理洞察力,机械地描述在部署过程中发生的土壤-结构相互作用,解锁地下芒部署的基本概念。解决的重大挑战是:1)理解可展开的柔性结构的土-结构相互作用; 2)使用可增强系统基础能力的遮阳篷布置来演示地下结构系统的部署。与健康诊断的统计不确定性分析相结合的荷载传递知情的土-结构混合模型的找形方法的发展将用于推进非线性土-结构相互作用的知识基础。这项工作还将推进可展开结构的结构分析和土壤-结构相互作用的计算建模方面的科学知识。该奖项反映了NSF的法定使命,并通过使用基金会的知识价值和更广泛的影响审查标准进行评估,被认为值得支持。
英文摘要
This award focuses on understanding how complex, deployable structural systems can be utilized in geotechnical infrastructures to reduce their overall size and therefore transportation, material, and life-cycle costs. Deployable underground structures are ones that change size or shape after being installed under the ground. This allows for larger foundation capacities to be achieved with less installation effort and cost. Using deployable mechanisms to increase foundation capacity is a novel concept for geostructures since these mechanisms have only been utilized in aerospace and over-ground applications. More specifically, this research focuses on deployable underground structures with awns that increase their size underground once they are installed. The idea can be applied to foundation piles for offshore wave and wind energy converters, land-based wind turbines, and tall buildings. Future advances from this research will enable increased sustainability of geostructures to create systems that uses less material and have better packing for transportation while maintaining the required load carrying capacity. Furthermore, in this project advanced visualization techniques such as virtual reality will be used to develop outreach tools that introduce students to concepts of structural deployment and advanced soil-structure interaction.The specific goal of the research is to unlock this fundamental concept of underground awn deployment by gaining the fundamental physical insight required to mechanistically describe the soil-structure interactions occurring during the deployment process. The grand challenges addressed are to 1) understand soil-structure interaction of deployable, compliant structures and 2) demonstrate underground structural system deployment using an awn arrangement that enhances system foundation capacity. Development of form-finding methods with load-transfer informed soil-structure hybrid models in combination with statistical uncertainty analysis for health diagnostics will be used to advance the knowledge base on nonlinear soil-structure interaction. This work will also advance scientific knowledge on structural analysis for deployable structures and computational modeling for soil-structure interaction.This award reflects NSF's statutory mission and has been deemed worthy of support through evaluation using the Foundation's intellectual merit and broader impacts review criteria.
期刊论文(1)
专著(0)
科研奖励(0)
会议论文
Soil-Structure Interface Resistance Changes due to Rigid Awns
刚性芒引起的土壤-结构界面阻力变化
DOI:
10.1061/9780784485323.012
发表时间:
2024
期刊:
Geo-Congress 2024
影响因子:
--
作者:
[Beemer, Ryan D., Tom, Joe, Tucker, Kaylee, Sychterz, Ann C., Bernardi, Isabella]
通讯作者:
Bernardi, Isabella
国内基金
海外基金
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