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Simulation of Interactive Cyclic Local-Global Buckling in Steel Members Using Nonlocal Hybrid Element

Simulation of Interactive Cyclic Local-Global Buckling in Steel Members Using Nonlocal Hybrid Element
使用非局部混合单元模拟钢构件中交互式循环局部-全局屈曲
批准号:
1926202
负责人:
Amit Kanvinde
金额:
$32.19万
依托单位国家:
美国
项目类别:
Standard Grant
财政年份:
2019
资助国家:
美国
项目状态:
已结题
起止时间:
2019-10-01 至 2024-09-30

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英文摘要
Computer simulations are essential for predicting how buildings and other infrastructure will perform under extreme situations such as earthquakes or hurricanes. Under such conditions, steel structures often collapse due to twisting and buckling of its parts (beams and columns). This type of failure is challenging to simulate in computer models, because current methods cannot represent the physical mechanisms of twisting and buckling or their interactions in an effective manner. This award supports fundamental research to create a method that represents the physics of these processes in a novel way, enabling more accurate simulation of structural failure under extreme loads. The findings and software technology from this research will enhance the resilience of buildings and other infrastructure, benefiting the nation's society and economy. The involvement of underrepresented groups, education of students with new knowledge, and technology transfer to practitioners will result in broader impacts. Steel members often fail under extreme loads due to interactions between twisting and buckling under cyclic loading that occurs in earthquakes. This process leads to loss in strength, ultimately leading to structural collapse. Currently used methods for modeling this process do not directly simulate the physical phenomena of warping, twisting and buckling, and are therefore severely compromised in terms of their accuracy in predicting failure. This research is a new scientific formulation in which the warping and twisting of members is represented in a novel manner. This formulation also allows for the incorporation of buckling through a 'nonlocal' approach such that results are not mesh-sensitive (meaning that they are objective). The scientific formulation will be implemented in an open-source numerical platform that is popular among structural engineers and researchers. This approach (including its implementation) will be informed and validated rigorously by extensive available experimental datasets and finite element simulation, and broadly disseminated to target audiences and user groups.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)
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会议论文
A Displacement-Based Fiber Element to Simulate Interactive Lateral Torsional and Local Buckling in Steel Members
基于位移的纤维单元来模拟钢构件中的交互式横向扭转和局部屈曲
DOI: 10.1061/jsendh.steng-11889
发表时间: 2023
期刊: Journal of Structural Engineering
影响因子: 4.1
作者: [Maity, Arka, Kanvinde, Amit, Heredia Rosa, Diego I., de Castro e Sousa, Albano, Lignos, Dimitrios G.]
通讯作者: Lignos, Dimitrios G.
Collaborative Research: Micromechanics-based Framework for Modeling Fracture of Weldments in Structural Steel
  • 批准号:
    2129445
  • 项目类别:
    Standard Grant
  • 资助金额:
    $24.51万
  • 财政年份:
    2021
  • 负责人:
    Amit Kanvinde
  • 依托单位:
Collaborative Research: Simulating Crack Propagation in Steel Structures Under Ultra-Low Cycle Fatigue and Low-Triaxiality Loading from Earthquakes and Other Hazards
  • 批准号:
    1634291
  • 项目类别:
    Standard Grant
  • 资助金额:
    $25.0万
  • 财政年份:
    2016
  • 负责人:
    Amit Kanvinde
  • 依托单位:
Computational Simulation of Local Damage in Structures
  • 批准号:
    1434300
  • 项目类别:
    Standard Grant
  • 资助金额:
    $35.36万
  • 财政年份:
    2014
  • 负责人:
    Amit Kanvinde
  • 依托单位:
RAPID: Forensic Analysis of Eccentrically Braced Frame Fracture during the February 2011 Christchurch, New Zealand Earthquake
  • 批准号:
    1138634
  • 项目类别:
    Standard Grant
  • 资助金额:
    $2.6万
  • 财政年份:
    2011
  • 负责人:
    Amit Kanvinde
  • 依托单位:
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