Evidence-based creep induced damage progression in masonry structures

基于证据的蠕变引起的砌体结构损伤进展

基本信息

  • 批准号:
    RGPIN-2022-04938
  • 负责人:
  • 金额:
    $ 1.75万
  • 依托单位:
  • 依托单位国家:
    加拿大
  • 项目类别:
    Discovery Grants Program - Individual
  • 财政年份:
    2022
  • 资助国家:
    加拿大
  • 起止时间:
    2022-01-01 至 2023-12-31
  • 项目状态:
    已结题

项目摘要

The accurate life expectancy of historic masonry buildings plays a vital role in achieving sustainable conservation plans and preventing unexpected life-threatening failures. In this regard, the masonry stock in Canada is substantial, and the cultural value of those structures is significant. According to the Canadian Register of Historic Places, over 20% of Canada's historic buildings have already been demolished. Thus, a strategy based on advanced computational models is needed to better preserve historic buildings by understanding their aging and mechanical deterioration processes. However, developing a systematic approach to capturing the long-term behaviour of masonry buildings is challenging due to the inherent complexity of the structures and uncertainties in the material properties. This research program aims to offer a novel evidence-based discontinuum analysis framework (based on discrete element method, DEM) predicting the adverse effects of long-term mechanical behaviour of heritage masonry buildings, thus addressing time-dependent strength degradation and accumulated damage phenomena by considering their existing conditions. An effective 3D discontinuum modeling strategy, including the uncertainties of the material properties, will be developed, and time-dependent contact models will be implemented in DEM to explore the creep behaviour of masonry. The current state of existing masonry structures (e.g., Library of Parliament and Notre-Dame Cathedral Basilica, Ottawa, ON) will be diagnosed by data-driven non-destructive techniques. The as-is condition of structures, comprising structural damages, cracks, and regular and irregular geometrical properties, will be documented using image processing and laser scanning technologies to be integrated into the proposed modeling strategy. Moreover, the proposed modeling approach will be performed on real-case studies, together with a comprehensive parametric analysis, which will act as the basis for recommendations to protect our built cultural heritage. The knowledge gained will yield to prevent and warn for any life-threatening condition of the historical masonry buildings in addition to eliminating the loss of cultural heritage and avoiding expensive repairing costs. The outcomes will elicit advances in the computational modeling of masonry structures as well as a better understanding of their long-term damage accumulation and corresponding collapse mechanisms. New insights will guide the local authorities and policy-makers to prioritize the most vulnerable historic masonry structures through accurate diagnosis and prediction of the time-dependent damage progression and life expectancy of Canada's built cultural heritage. This research program will offer invaluable training opportunities for HQP in coding, numerical modeling, vision-based data processing, and damage assessments of masonry structures, providing them the necessary skills to pursue highly sought academic or industrial careers.
历史砖石建筑的准确预期寿命在实现可持续保护计划和防止意外的危及生命的故障方面发挥着至关重要的作用。在这方面,加拿大的砖石建筑存量很大,这些结构的文化价值很重要。根据加拿大历史遗迹登记处的数据,加拿大超过20%的历史建筑已经被拆除。因此,需要一种基于先进计算模型的策略,通过了解历史建筑的老化和机械退化过程来更好地保护历史建筑。然而,开发一种系统的方法来捕捉砌体建筑的长期行为是具有挑战性的,由于结构的固有复杂性和材料特性的不确定性。该研究计划旨在提供一种新型的基于证据的不连续分析框架(基于离散元法,DEM),预测传统砌体建筑长期力学行为的不利影响,从而通过考虑时间相关的强度退化和累积损伤现象。现有条件。一个有效的三维不连续建模策略,包括材料特性的不确定性,将开发和时间相关的接触模型将在DEM中实施,以探索砌体的蠕变行为。现有砌体结构的现状(例如,国会图书馆和圣母大教堂,渥太华,ON)将通过数据驱动的非破坏性技术进行诊断。结构的现状,包括结构损伤,裂缝,规则和不规则的几何特性,将使用图像处理和激光扫描技术被集成到拟议的建模策略记录。此外,所提出的建模方法将在真实案例研究中进行,并进行全面的参数分析,这将作为保护我们的建筑文化遗产的建议的基础。 所获得的知识将有助于防止和警告历史砖石建筑的任何危及生命的情况,以及消除文化遗产的损失和避免昂贵的维修费用。研究结果将促进砌体结构的计算建模,并更好地理解其长期损伤累积和相应的倒塌机制。新的见解将指导地方当局和政策制定者通过准确诊断和预测加拿大建筑文化遗产的时间依赖性损坏进展和预期寿命,优先考虑最脆弱的历史砖石结构。该研究计划将为HQP提供编码,数值建模,基于视觉的数据处理和砌体结构损伤评估方面的宝贵培训机会,为他们提供必要的技能,以追求备受追捧的学术或工业职业生涯。

项目成果

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Pulatsu, Bora其他文献

Analysis and prediction of masonry wallette strength under combined compression-bending via stochastic computational modeling
  • DOI:
    10.1016/j.engstruct.2022.115492
  • 发表时间:
    2022-12-23
  • 期刊:
  • 影响因子:
    5.5
  • 作者:
    Gonen, Semih;Pulatsu, Bora;Erduran, Emrah
  • 通讯作者:
    Erduran, Emrah
In-plane structural performance of dry-joint stone masonry Walls: A spatial and non-spatial stochastic discontinuum analysis
  • DOI:
    10.1016/j.engstruct.2021.112620
  • 发表时间:
    2021-06-09
  • 期刊:
  • 影响因子:
    5.5
  • 作者:
    Pulatsu, Bora;Gonen, Semih;Prakash, Ravi
  • 通讯作者:
    Prakash, Ravi
A meso-scale discrete element method framework to simulate thermo-mechanical failure of concrete subjected to elevated temperatures
  • DOI:
    10.1016/j.engfracmech.2020.107269
  • 发表时间:
    2020-11-01
  • 期刊:
  • 影响因子:
    5.4
  • 作者:
    Prakash, P. Ravi;Pulatsu, Bora;Pereira, Joao M.
  • 通讯作者:
    Pereira, Joao M.
Effects of spatial variability and correlation in stochastic discontinuum analysis of unreinforced masonry walls
  • DOI:
    10.1016/j.conbuildmat.2022.127511
  • 发表时间:
    2022-04-27
  • 期刊:
  • 影响因子:
    7.4
  • 作者:
    Gonen, Semih;Pulatsu, Bora;Soyoz, Serdar
  • 通讯作者:
    Soyoz, Serdar

Pulatsu, Bora的其他文献

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{{ truncateString('Pulatsu, Bora', 18)}}的其他基金

Evidence-based creep induced damage progression in masonry structures
基于证据的蠕变引起的砌体结构损伤进展
  • 批准号:
    DGECR-2022-00514
  • 财政年份:
    2022
  • 资助金额:
    $ 1.75万
  • 项目类别:
    Discovery Launch Supplement

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Creep-Based Nanomanufacturing of Crystalline Metals and Alloys
基于蠕变的晶体金属和合金纳米制造
  • 批准号:
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Evidence-based creep induced damage progression in masonry structures
基于证据的蠕变引起的砌体结构损伤进展
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