Design Optimization of Sustainable and Resilient Concrete Mixtures
Design Optimization of Sustainable and Resilient Concrete Mixtures
批准号:
1562557
负责人:
Wil Srubar III
金额:
$50.0万
依托单位国家:
美国
项目类别:
Standard Grant
财政年份:
2016
资助国家:
美国
项目状态:
已结题
起止时间:
2016-08-01 至 2020-07-31
中文摘要
在世界范围内,混凝土是最普遍的建筑材料,也是地球上仅次于水的第二大消耗材料。考虑到它的使用增加对全球环境的影响,结构工程师现在面临着关于满足环境、经济、结构和耐久性性能标准的混凝土混合料的设计和规格的关键决策。传统的混凝土配合比设计方法采用耗时、反复试验的方法,最终产生可接受(但不是最优)的混凝土配合比设计。这一工程材料系统设计奖(DEM)将支持基础研究,以创建、验证和测试一种新的混凝土混合料设计范例,该范例对于特定的基础设施应用来说是最经济、最具弹性和环境可持续的。优化的混凝土配合比将通过促进负责任、经济的自然资源利用,同时减少对环境的影响,并确保民用基础设施的长期耐久性。该项目将让行业专业人士参与新设计方法的开发、测试和验证,这将加快其在实践中的实施。此外,相辅相成的教育和推广工作将有助于培养下一代工程师,他们将致力于确保民用基础设施的可持续性和弹性。这项工作将使用多目标优化试验台,定义、制定和连接混凝土配合比与新拌和硬化状态特性之间的数学模型。这些特性以及在役暴露数据将用于表征和量化在役性能,因为它与多个空间和时间域中的可持续性(例如,环境影响)和慢性危险复原力(例如,耐腐蚀性、抗冻融性)有关。将开发多维可视化,以量化和阐明满足特定设计目标的候选设计解决方案的性能、成本和环境可持续性之间的设计决策权衡。混凝土材料生产商、材料科学家和专业结构工程师将参加一系列与设计相关的研讨会,帮助告知、测试和严格验证新的设计方法。除了考虑决策者的偏好外,还将在改进优化方法、量化不确定性和进行全球敏感性分析方面做出重大努力,以确定和操纵最具影响力的参数,以设计可持续和有弹性的混凝土混合料。
英文摘要
Worldwide, concrete is the most prevalent construction material and the second-most consumed material on Earth after water. Given the global environmental implications of its increased use, structural engineers are now faced with critical decisions regarding the design and specification of concrete mixtures that meet environmental, economic, structural, and durability performance criteria. Conventional concrete mixture design methodologies employ time-intensive, trial-and-error approaches, which ultimately yield acceptable (but non-optimal) designs of concrete mixtures. This Design of Engineering Material Systems (DEMS) award will support fundamental research to create, validate, and test a new paradigm for the design of concrete mixtures that are most economical, resilient, and environmentally sustainable for specific infrastructure applications. Optimized concrete mixtures will simultaneously reduce environmental impacts and ensure long-term durability of civil infrastructure by promoting responsible, economical natural resource utilization. This project will involve industry professionals in the development, testing, and validation of the new design methodology, which will accelerate its implementation in practice. In addition, the complementary education and outreach efforts will help cultivate the next generation of engineers who will be committed to ensuring both the sustainability and resilience of civil infrastructure.Using a many-objective optimization testbed, this work will define, formulate, and link mathematical models that relate concrete mixture proportions to fresh- and hardened-state properties. These properties, along with in-service exposure data, will be used to characterize and quantify in-service performance as it relates to sustainability (e.g., environmental impact) and chronic-hazard resilience (e.g., corrosion resistance, freeze-thaw resistance) in multiple spatial and temporal domains. Multi-dimensional visualizations will be developed to quantify and elucidate design-decision tradeoffs between performance, cost, and environmental sustainability for candidate design solutions that meet specific design goals. Concrete material producers, materials scientists, and professional structural engineers will participate in a series of design-related workshops that will help inform, test, and rigorously validate the novel design methodology. In addition to considering decision-maker preferences, a significant effort will be placed on improving the optimization approach, quantifying uncertainty, and conducting global sensitivity analyses to identify and manipulate the most influential parameters for the design of sustainable and resilient concrete mixtures.
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DOI:
10.3390/infrastructures4010012
发表时间:
2019-03
期刊:
Infrastructures
影响因子:
2.6
作者:
[Ethan Ellingboe;J. Arehart;W. Srubar]
通讯作者:
Ethan Ellingboe;J. Arehart;W. Srubar
Cradle-to-gate CO2e emissions vs. in situ CO2 sequestration of structural concrete elements
从摇篮到大门的二氧化碳当量排放与结构混凝土构件的原位二氧化碳封存
DOI:
10.1016/j.enbuild.2018.02.042
发表时间:
2018
期刊:
Energy and Buildings
影响因子:
6.7
作者:
[Souto-Martinez, Adriana, Arehart, Jay H., Srubar, Wil V.]
通讯作者:
Srubar, Wil V.
A mathematical model for predicting the carbon sequestration potential of ordinary portland cement (OPC) concrete
预测普通硅酸盐水泥(OPC)混凝土碳汇潜力的数学模型
DOI:
10.1016/j.conbuildmat.2017.04.133
发表时间:
2017
期刊:
Construction and Building Materials
影响因子:
7.4
作者:
[Souto-Martinez, Adriana, Delesky, Elizabeth A., Foster, Kyle E.O., Srubar, Wil V.]
通讯作者:
Srubar, Wil V.
DOI:
10.1016/j.jclepro.2020.121846
发表时间:
2020-09-01
期刊:
JOURNAL OF CLEANER PRODUCTION
影响因子:
11.1
作者:
[Arehart, Jay H., Nelson, William S., Srubar, Wil V., III]
通讯作者:
Srubar, Wil V., III
DOI:
10.1617/s11527-018-1164-5
发表时间:
2018-02
期刊:
Materials and Structures
影响因子:
3.8
作者:
[Anastasia Aday;Jorge Osio-Norgaard;Kyle E O Foster;W. Srubar]
通讯作者:
Anastasia Aday;Jorge Osio-Norgaard;Kyle E O Foster;W. Srubar
共 9 条
CAREER: Biological Production of Carbonates for Sustainable Cementitious Materials
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批准号:1943554
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项目类别:Standard Grant
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资助金额:$50.0万
-
财政年份:2020
-
负责人:Wil Srubar III
-
依托单位:
MRI: Acquisition of a 4D High-Resolution X-Ray Micro-Computed Tomography System for the Rocky Mountain Region
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批准号:1726864
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项目类别:Standard Grant
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资助金额:$80.15万
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财政年份:2017
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负责人:Wil Srubar III
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依托单位:
Experimental Study of Biomimetic Antifreeze Polymers for Improved Durability of Cementitious Binders
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批准号:1727788
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项目类别:Standard Grant
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资助金额:$39.18万
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财政年份:2017
-
负责人:Wil Srubar III
-
依托单位:
SusChEM: Nanostructural Stability of Alkali-Activated (N,K)-ASH Geopolymer Cements for Sustainable and Resilient Civil Infrastructure
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批准号:1604457
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项目类别:Standard Grant
-
资助金额:$29.98万
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财政年份:2016
-
负责人:Wil Srubar III
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依托单位:
Mechanics-based Service-life Prediction of Natural-Fiber Composites
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批准号:1537194
-
项目类别:Standard Grant
-
资助金额:$27.5万
-
财政年份:2015
-
负责人:Wil Srubar III
-
依托单位:
国内基金
海外基金
Scalable Learning and Optimization: High-dimensional Models and Online Decision-Making Strategies for Big Data Analysis
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批准号:--
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项目类别:合作创新研究团队
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资助金额:--
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批准年份:2024
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负责人:姚韬
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依托单位:
供应链管理中的稳健型(Robust)策略分析和稳健型优化(Robust Optimization )方法研究
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批准号:70601028
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项目类别:青年科学基金项目
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资助金额:7.0万元
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批准年份:2006
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负责人:王明征
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依托单位: