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"SP-304 Sustainable Performance of Concrete Bridges and Elements Subjected to Aggressive Environments: Monitoring, Evaluation, and Rehabilitation"最新文献

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Analytical Modeling of Reinforced Concrete Beams Strengthened with Mechanically Fastened Fiber-reinforced Polymers (MF-FRP) 机械加固纤维增强聚合物(MF-FRP)加固钢筋混凝土梁的解析建模
"SP-304 Sustainable Performance of Concrete Bridges and Elements Subjected to Aggressive Environments: Monitoring, Evaluation, and Rehabilitation" Pub Date : 2015-10-27 DOI: 10.14359/51688555
G. Salisbury, V. Brown
{"title":"Analytical Modeling of Reinforced Concrete Beams Strengthened with Mechanically Fastened Fiber-reinforced Polymers (MF-FRP)","authors":"G. Salisbury, V. Brown","doi":"10.14359/51688555","DOIUrl":"https://doi.org/10.14359/51688555","url":null,"abstract":"","PeriodicalId":268260,"journal":{"name":"\"SP-304 Sustainable Performance of Concrete Bridges and Elements Subjected to Aggressive Environments: Monitoring, Evaluation, and Rehabilitation\"","volume":"9 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2015-10-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115531956","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Finite Element Modeling of RC Beams Strengthened with Prestressed NSM-CFRP Strips Subjected to Severe Environmental Conditions 恶劣环境条件下NSM-CFRP预应力加固RC梁的有限元模拟
"SP-304 Sustainable Performance of Concrete Bridges and Elements Subjected to Aggressive Environments: Monitoring, Evaluation, and Rehabilitation" Pub Date : 2015-10-27 DOI: 10.14359/51688560
H. Y. Omran, R. El-Hacha
{"title":"Finite Element Modeling of RC Beams Strengthened with Prestressed NSM-CFRP Strips Subjected to Severe Environmental Conditions","authors":"H. Y. Omran, R. El-Hacha","doi":"10.14359/51688560","DOIUrl":"https://doi.org/10.14359/51688560","url":null,"abstract":"","PeriodicalId":268260,"journal":{"name":"\"SP-304 Sustainable Performance of Concrete Bridges and Elements Subjected to Aggressive Environments: Monitoring, Evaluation, and Rehabilitation\"","volume":"17 3A 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2015-10-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116460089","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Assessment of Early Corrosion in Prestressed Concrete Based on Open-Circuit Potential and Polarization Resistance 基于开路电位和极化电阻的预应力混凝土早期腐蚀评估
"SP-304 Sustainable Performance of Concrete Bridges and Elements Subjected to Aggressive Environments: Monitoring, Evaluation, and Rehabilitation" Pub Date : 2015-10-27 DOI: 10.14359/51688558
W. Vélez, F. Matta
{"title":"Assessment of Early Corrosion in Prestressed Concrete Based on Open-Circuit Potential and Polarization Resistance","authors":"W. Vélez, F. Matta","doi":"10.14359/51688558","DOIUrl":"https://doi.org/10.14359/51688558","url":null,"abstract":"","PeriodicalId":268260,"journal":{"name":"\"SP-304 Sustainable Performance of Concrete Bridges and Elements Subjected to Aggressive Environments: Monitoring, Evaluation, and Rehabilitation\"","volume":"43 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2015-10-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124472443","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Use of Self-consolidating Concrete and High Volume Fly Ash Concrete in Missouri Bridge A7957 自固结混凝土与大体积粉煤灰混凝土在密苏里A7957大桥中的应用
"SP-304 Sustainable Performance of Concrete Bridges and Elements Subjected to Aggressive Environments: Monitoring, Evaluation, and Rehabilitation" Pub Date : 2015-10-27 DOI: 10.14359/51688556
E. Hernandez, J. Myers
{"title":"Use of Self-consolidating Concrete and High Volume Fly Ash Concrete in Missouri Bridge A7957","authors":"E. Hernandez, J. Myers","doi":"10.14359/51688556","DOIUrl":"https://doi.org/10.14359/51688556","url":null,"abstract":"","PeriodicalId":268260,"journal":{"name":"\"SP-304 Sustainable Performance of Concrete Bridges and Elements Subjected to Aggressive Environments: Monitoring, Evaluation, and Rehabilitation\"","volume":"22 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2015-10-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116631828","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 2
Reducing Deck Cracking in Composite Bridges by Controlling Long Term Properties 通过控制组合桥梁的长期性能来减少桥面开裂
"SP-304 Sustainable Performance of Concrete Bridges and Elements Subjected to Aggressive Environments: Monitoring, Evaluation, and Rehabilitation" Pub Date : 2015-10-27 DOI: 10.14359/51688552
Fatmir Menkulasi, D. Nelson, Carin L. Roberts Wollmann, T. Cousins
{"title":"Reducing Deck Cracking in Composite Bridges by Controlling Long Term Properties","authors":"Fatmir Menkulasi, D. Nelson, Carin L. Roberts Wollmann, T. Cousins","doi":"10.14359/51688552","DOIUrl":"https://doi.org/10.14359/51688552","url":null,"abstract":"Synopsis: Composite concrete bridges are widely used because they combine the advantages of precast concrete with those of cast-in-place concrete. However, because of the difference in shrinkage properties between the girder and the deck and because of the sequence of construction, the deck is subject to differential shrinkage tensile stresses. These tensile stresses may lead to excessive cracking. This paper demonstrates how the likelihood of deck cracking due to differential shrinkage can be reduced and how consequently the resistance of composite concrete bridges against time dependent effects can be enhanced by choosing a deck mix with low shrinkage and high creep. An experimental study on the long term properties of seven deck mixes is presented to identify a deck mix with the aforementioned properties. A comparison of three composite concrete bridge systems used for short-to-mediumspan bridges is performed to identify the bridge system that is most resistant against time dependent effects. The mix with saturated lightweight fine aggregates appears to best alleviate tensile stresses due to differential shrinkage and the bridge system with precast inverted T-beams and tapered webs appears to be the most resistant.","PeriodicalId":268260,"journal":{"name":"\"SP-304 Sustainable Performance of Concrete Bridges and Elements Subjected to Aggressive Environments: Monitoring, Evaluation, and Rehabilitation\"","volume":"183 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2015-10-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123425441","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
Response Surface Metamodel-based Performance Reliability for Reinforced Concrete Beams Strengthened with FRP sheets 基于响应面元模型的FRP布加固钢筋混凝土梁性能可靠性研究
"SP-304 Sustainable Performance of Concrete Bridges and Elements Subjected to Aggressive Environments: Monitoring, Evaluation, and Rehabilitation" Pub Date : 2015-10-27 DOI: 10.14359/51688551
Junwon Seo, Y. J. Kim, Shadi Zandyavari
{"title":"Response Surface Metamodel-based Performance Reliability for Reinforced Concrete Beams Strengthened with FRP sheets","authors":"Junwon Seo, Y. J. Kim, Shadi Zandyavari","doi":"10.14359/51688551","DOIUrl":"https://doi.org/10.14359/51688551","url":null,"abstract":"Order of Elements First page: The first page of the manuscript is reserved for the title, author name(s), synopsis, and keywords. Please center the paper title and authors’ names at the top of the page. Leave three lines blank, print the word “Synopsis” followed by a colon at the left margin, and then key in the synopsis.","PeriodicalId":268260,"journal":{"name":"\"SP-304 Sustainable Performance of Concrete Bridges and Elements Subjected to Aggressive Environments: Monitoring, Evaluation, and Rehabilitation\"","volume":"122 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2015-10-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116471537","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 8
"Using GFRP Reinforcing as a cost effective solution to extending the service life of bridge decks: A case study of the Kansas Department of Transportation I-635 Bridges over State Ave in Kansas City, KS" “使用玻璃钢加固作为延长桥面使用寿命的一种经济有效的解决方案:堪萨斯城州大道上堪萨斯交通部I-635桥的案例研究”
"SP-304 Sustainable Performance of Concrete Bridges and Elements Subjected to Aggressive Environments: Monitoring, Evaluation, and Rehabilitation" Pub Date : 2015-10-27 DOI: 10.14359/51688554
R. Koch, J. Karst
{"title":"\"Using GFRP Reinforcing as a cost effective solution to extending the service life of bridge decks: A case study of the Kansas Department of Transportation I-635 Bridges over State Ave in Kansas City, KS\"","authors":"R. Koch, J. Karst","doi":"10.14359/51688554","DOIUrl":"https://doi.org/10.14359/51688554","url":null,"abstract":"","PeriodicalId":268260,"journal":{"name":"\"SP-304 Sustainable Performance of Concrete Bridges and Elements Subjected to Aggressive Environments: Monitoring, Evaluation, and Rehabilitation\"","volume":"20 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2015-10-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122210744","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
"Monitoring of the 205-ft long Pretensioned Precast Super Girders of the Alaskan Way Viaduct, Seattle, WA" 《华盛顿州西雅图阿拉斯加高架桥205英尺长预张预制超级大梁的监测》
"SP-304 Sustainable Performance of Concrete Bridges and Elements Subjected to Aggressive Environments: Monitoring, Evaluation, and Rehabilitation" Pub Date : 2015-10-27 DOI: 10.14359/51688553
S. Badie, D. Chapman, A. Mizumori, Y. Jiang, Stephen J. Seguirant, B. Khaleghi
{"title":"\"Monitoring of the 205-ft long Pretensioned Precast Super Girders of the Alaskan Way Viaduct, Seattle, WA\"","authors":"S. Badie, D. Chapman, A. Mizumori, Y. Jiang, Stephen J. Seguirant, B. Khaleghi","doi":"10.14359/51688553","DOIUrl":"https://doi.org/10.14359/51688553","url":null,"abstract":"","PeriodicalId":268260,"journal":{"name":"\"SP-304 Sustainable Performance of Concrete Bridges and Elements Subjected to Aggressive Environments: Monitoring, Evaluation, and Rehabilitation\"","volume":"34 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2015-10-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123557094","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
The Role of Shrinkage Strains Causing Early-Age Cracking in Cast-in-Place Concrete Bridge Decks 收缩应变在现浇混凝土桥面早期开裂中的作用
"SP-304 Sustainable Performance of Concrete Bridges and Elements Subjected to Aggressive Environments: Monitoring, Evaluation, and Rehabilitation" Pub Date : 2015-10-27 DOI: 10.14359/51688559
T. Mohammadi, B. Wan, C. Foley
{"title":"The Role of Shrinkage Strains Causing Early-Age Cracking in Cast-in-Place Concrete Bridge Decks","authors":"T. Mohammadi, B. Wan, C. Foley","doi":"10.14359/51688559","DOIUrl":"https://doi.org/10.14359/51688559","url":null,"abstract":"","PeriodicalId":268260,"journal":{"name":"\"SP-304 Sustainable Performance of Concrete Bridges and Elements Subjected to Aggressive Environments: Monitoring, Evaluation, and Rehabilitation\"","volume":"13 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2015-10-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133497364","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 3
Managing ASR and DEF in Concrete Bridge Columns 混凝土桥柱的ASR和DEF管理
"SP-304 Sustainable Performance of Concrete Bridges and Elements Subjected to Aggressive Environments: Monitoring, Evaluation, and Rehabilitation" Pub Date : 2015-10-27 DOI: 10.14359/51688557
M. Williams
{"title":"Managing ASR and DEF in Concrete Bridge Columns","authors":"M. Williams","doi":"10.14359/51688557","DOIUrl":"https://doi.org/10.14359/51688557","url":null,"abstract":"","PeriodicalId":268260,"journal":{"name":"\"SP-304 Sustainable Performance of Concrete Bridges and Elements Subjected to Aggressive Environments: Monitoring, Evaluation, and Rehabilitation\"","volume":"27 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2015-10-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121263287","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
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