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:2129499
- 负责人:
- 金额:$ 37.03万
- 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.
由钢铁建造的民用基础设施严重依赖焊接来连接各个部分(如梁和柱)。焊接连接往往是这些结构的薄弱环节,容易断裂,在地震等荷载作用下导致灾难性的破坏或倒塌。这种断裂的预测和模拟对这些结构的安全评价和设计至关重要。然而,这种类型的故障在计算机模型中模拟是具有挑战性的,因为目前的方法不能正确地表示由焊接过程引起的材料性能变化以及这些变化如何削弱结构。该奖项将支持基础研究,以了解焊接如何在非常小的尺寸上改变这些连接中的材料特性,然后将创建一种方法,在计算机模拟中使用这些特性来预测焊接连接的失效。这项研究的发现和软件技术将提高建筑物和其他基础设施的安全性和弹性,使国家的社会和经济受益。代表性不足的群体的参与、对学生进行新知识的教育以及向从业人员转让技术将产生广泛的影响。该奖项将有助于国家科学基金会在国家减少地震灾害计划(NEHRP)中的作用。焊接钢连接在极端载荷下经常失效,这是由于焊缝中形成的复杂和多种微观组织,以及与这些微观组织相互作用的陡峭应力和应变梯度。目前的焊接模拟方法不能模拟这些微观组织的力学性能或它们与外加载荷的相互作用。当这些连接件遭受大规模屈服或超低周疲劳断裂(通常发生在极端载荷下,如地震)时,尤其如此。本研究将通过热机械生成样品的实验室实验,发展对焊接显微组织及其力学性能的基本理解。然后,通过创新的多尺度模拟框架,将这些研究结果提升到结构尺度。这些知识和框架将被实现,以便在各种受研究人员和结构工程师欢迎的数字平台(开源和商业)中方便地集成。这种方法(包括其实施)将通过广泛的实验室测试和有限元素模拟得到了解和验证,并广泛传播给目标受众和用户群体。本研究产生的数据将存档在自然灾害工程研究基础设施(NHERI)数据仓库(https://www.DesignSafe-ci.org).This)中,该奖项反映了美国国家科学基金会的法定使命,并通过使用基金会的智力价值和更广泛的影响审查标准进行评估,认为值得支持。
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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Machel Morrison其他文献
Innovative Seismic Performance Enhancement Techniques for Steel Building Moment Resisting Connections
- DOI:
10.1016/j.jcsr.2015.02.010 - 发表时间:
2015-05 - 期刊:
- 影响因子:4.1
- 作者:
Machel Morrison - 通讯作者:
Machel Morrison
Experimental validation of locally annealed braces towards ductile and efficient concentrically braced frames
局部退火支撑对延性高效同心支撑框架的实验验证
- DOI:
10.1016/j.engstruct.2023.116057 - 发表时间:
2023 - 期刊:
- 影响因子:5.5
- 作者:
Machel Morrison;A. Jafari - 通讯作者:
A. Jafari
Numerical investigation of mechanical properties in spur gears during quenching process
正齿轮淬火过程力学性能的数值研究
- DOI:
10.1080/02286203.2023.2170670 - 发表时间:
2023 - 期刊:
- 影响因子:3.1
- 作者:
Ali Koohi Esfahani;M. Babaei;Saeid Sarrami;Machel Morrison - 通讯作者:
Machel Morrison
Closure to “An Unstiffened Eight-Bolt Extended End-Plate Moment Connection for Special and Intermediate Moment Frames” by Machel L. Morrison, Doug Q. Schweizer, Shahriar Quayyum, and Tasnim Hassan
Machel L. Morrison、Doug Q. Schweizer、Shahriar Quayyum 和 Tasnim Hassan 的“用于特殊和中间力矩框架的非刚性八螺栓扩展端板力矩连接”的闭合
- DOI:
10.1061/(asce)st.1943-541x.0002671 - 发表时间:
2020 - 期刊:
- 影响因子:0
- 作者:
Machel Morrison;Doug Q. Schweizer;Shahriar Quayyum;T. Hassan - 通讯作者:
T. Hassan
Improving recovery of hybrid rocking walls through locally heat-treated replaceable bars for hysteretic energy dissipation
- DOI:
10.1016/j.engstruct.2022.114621 - 发表时间:
2022-09-15 - 期刊:
- 影响因子:6.400
- 作者:
Dimitrios Kalliontzis;Machel Morrison;Qingzhi Liu;Maryam Nazari;Vasileios Kotzamanis - 通讯作者:
Vasileios Kotzamanis
Machel Morrison的其他文献
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