Collaborative Research: Micromechanics-based Framework for Modeling Fracture of Weldments in Structural Steel
合作研究:基于微观力学的结构钢焊件断裂建模框架
基本信息
- 批准号:2129445
- 负责人:
- 金额:$ 24.51万
- 依托单位:
- 依托单位国家:美国
- 项目类别:Standard Grant
- 财政年份:2021
- 资助国家:美国
- 起止时间:2021-11-01 至 2024-10-31
- 项目状态:已结题
- 来源:
- 关键词:
项目摘要
Civil infrastructure constructed from steel relies heavily on welding to connect various parts (such as beams and columns) to each other. Welded connections are often the weak points in these structures and are prone to fracture, leading to catastrophic failure or collapse under loads such as during earthquakes. Predicting and simulating such fracture are essential for safety assessment and design of these structures. However, this type of failure is challenging to simulate in computer models, because current methods cannot properly represent the changes in material properties caused by welding processes and how these changes weaken the structure. This award will support fundamental research to understand how welding changes material properties over very small dimensions in these connections, and then will create a method to use these properties within computer simulations to predict the failure of welded connections. The findings and software technology from this research will enhance the safety and 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 broad impacts. This award will contribute to the National Science Foundation role in the National Earthquake Hazards Reduction Program (NEHRP). Welded steel connections often fail under extreme loads due to the complex and multiple microstructures that are formed in weldments, and the steep stress and strain gradients that interact with these microstructures. Current methods for simulating weldments cannot simulate the mechanical properties of these microstructures or their interactions with applied loads. This is especially true when these connections are subjected to large-scale yielding or Ultra Low Cycle Fatigue fracture (which occur commonly under extreme loads such as earthquakes). This research will develop fundamental understanding of weld microstructures and their mechanical properties through laboratory experiments on thermomechanically generated samples. Then, the research will upscale these findings to the structural scale through an innovative framework of multi-scale simulation. This knowledge and framework will be implemented for convenient integration within various numerical platforms (open source as well as commercial) that are popular with researchers and structural engineers. This approach (including its implementation) will be informed and validated by extensive laboratory testing and finite element simulation, and broadly disseminated to target audiences and user groups. Data generated by this research will be archived in the Natural Hazards Engineering Research Infrastructure (NHERI) Data Depot (https://www.DesignSafe-ci.org).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.
民用基础设施依赖于焊接的焊接(例如其他部件)互相焊接。在地震期间,失败在计算机模型中都充满挑战,因为目前无法正确地,由Lding过程引起的INGESS材料的变化以及Sukes Will Will Will Will Will Will Will Will Will Will Will Will Will Will Will Will Will Will Will Will Will Will Will Will The The The The Inder Inder Inder Inder Inder Inder Inder Inder Inder Inder Inder Inder Inders The The Inder Inders will Will Will Will Will Will Will Will Will Will Will Will Will Will Will Will在计算机模拟中预测焊接的方法。贡献国家减少地震计划(NEHRP)的作用,这是由于与微观结构相互作用的微观结构而在极端载荷下。大规模的疲劳疲劳(通常是在极端载荷下发生的)框架将在各种数值平台内实施,是流行的withrchers和结构工程师。 。
项目成果
期刊论文数量(1)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
Fracture Mechanics–Based Fragility Assessment of Pre-Northridge Welded Column Splices
基于断裂力学的 Northridge 焊接柱接头脆性评估
- DOI:10.1061/jsendh.steng-11749
- 发表时间:2023
- 期刊:
- 影响因子:4.1
- 作者:Jhunjhunwala, Aditya;Kanvinde, Amit
- 通讯作者:Kanvinde, Amit
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Amit Kanvinde其他文献
Amit Kanvinde的其他文献
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{{ truncateString('Amit Kanvinde', 18)}}的其他基金
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 - 财政年份:2019
- 资助金额:
$ 24.51万 - 项目类别:
Standard Grant
Collaborative Research: Simulating Crack Propagation in Steel Structures Under Ultra-Low Cycle Fatigue and Low-Triaxiality Loading from Earthquakes and Other Hazards
合作研究:模拟地震和其他灾害造成的超低周疲劳和低三轴度载荷下钢结构的裂纹扩展
- 批准号:
1634291 - 财政年份:2016
- 资助金额:
$ 24.51万 - 项目类别:
Standard Grant
Computational Simulation of Local Damage in Structures
结构局部损伤的计算模拟
- 批准号:
1434300 - 财政年份:2014
- 资助金额:
$ 24.51万 - 项目类别:
Standard Grant
RAPID: Forensic Analysis of Eccentrically Braced Frame Fracture during the February 2011 Christchurch, New Zealand Earthquake
RAPID:2011 年 2 月新西兰基督城地震期间偏心支撑框架断裂的法医分析
- 批准号:
1138634 - 财政年份:2011
- 资助金额:
$ 24.51万 - 项目类别:
Standard Grant
Collaborative Research: Multi-Scale Simulation of Low-Triaxiality Fracture and Ultra Low Cycle Fatigue in Steel Structures
合作研究:钢结构低三轴度断裂和超低周疲劳的多尺度模拟
- 批准号:
0825155 - 财政年份:2008
- 资助金额:
$ 24.51万 - 项目类别:
Standard Grant
NEESR-II Large-scale testing and micromechanical simulation of ultra-low-cycle fatigue cracking in steel structures
NEESR-II 钢结构超低周疲劳裂纹大规模试验与微观力学模拟
- 批准号:
0421492 - 财政年份:2004
- 资助金额:
$ 24.51万 - 项目类别:
Standard Grant
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Collaborative Research: Micromechanics-based Framework for Modeling Fracture of Weldments in Structural Steel
合作研究:基于微观力学的结构钢焊件断裂建模框架
- 批准号:
2129499 - 财政年份:2021
- 资助金额:
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Standard Grant
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