fib Bulletin 95. Fibre Reinforced Concrete: From Design to Structural Applications最新文献

Practical considerations on the application of the recent SIA 2052 guidelines on testing of Ultra-high-performance fiberreinforced concrete 关于最新SIA 2052超高性能纤维增强混凝土测试指南应用的实际考虑

fib Bulletin 95. Fibre Reinforced Concrete: From Design to Structural Applications Pub Date : 2020-11-03 DOI: 10.35789/fib.bull.0095.ch51

R. Loser, Jānis Justs, P. Lura

引用次数: 1

FRCcalc - Software for design of fiber reinforced concrete elements according to MC2010 recommendations FRCcalc -根据MC2010建议设计纤维增强混凝土构件的软件

fib Bulletin 95. Fibre Reinforced Concrete: From Design to Structural Applications Pub Date : 2020-10-01 DOI: 10.35789/fib.bull.0095.ch46

T. Valente, Joaquim Barros, Lúcio Lourenço

{"title":"FRCcalc - Software for design of fiber reinforced concrete elements according to MC2010 recommendations","authors":"T. Valente, Joaquim Barros, Lúcio Lourenço","doi":"10.35789/fib.bull.0095.ch46","DOIUrl":"https://doi.org/10.35789/fib.bull.0095.ch46","url":null,"abstract":"A new software, denominated FRCcalc , was developed for the analysis and design of fiber reinforced concrete (FRC) members based on the recommendations and design guidelines of MC2010. The software is guided for the analysis of FRC cross-sections with and without conventional steel reinforcements, submitted to bending and shear, in order to assess the ultimate and serviceability limit state safety verifications of structural members. A main feature of the software is the possibility to run a comparative analysis between FRC and reinforced concrete (RC) cross-sections from the technical aspects. Two examples of the analysis of FRC and RC cross-sections using FRCcalc are presented, having been explored the use of fiber reinforcement in members for increased structural performance and as a total or partial replacement of conventional steel reinforcement. Additionally, in order to appraise FRCcalc accuracy to evaluate the flexural response of FRC and RC cross-sections, a comparison with the results obtained with DOCROS software is presented, being DOCROS based on a layered model capable of attributing to each layer an aimed constitutive model, therefore adequate to predict the moment-curvature of cross sections composed of several types of cement, metallic and polymer materials.","PeriodicalId":126363,"journal":{"name":"fib Bulletin 95. Fibre Reinforced Concrete: From Design to Structural Applications","volume":"47 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116487281","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

An experimental investigation on the post-cracking behaviour of Recycled Steel Fibre Reinforced Concrete 再生钢纤维混凝土开裂后性能试验研究

fib Bulletin 95. Fibre Reinforced Concrete: From Design to Structural Applications Pub Date : 2020-10-01 DOI: 10.35789/fib.bull.0095.ch27

Cristina Frazão, Joaquim A. O. Barros, J. A. Bogas, K. Pilakoutas, Christoph de Sousa

{"title":"An experimental investigation on the post-cracking behaviour of Recycled Steel Fibre Reinforced Concrete","authors":"Cristina Frazão, Joaquim A. O. Barros, J. A. Bogas, K. Pilakoutas, Christoph de Sousa","doi":"10.35789/fib.bull.0095.ch27","DOIUrl":"https://doi.org/10.35789/fib.bull.0095.ch27","url":null,"abstract":"Steel fibres resulting from the industry of tyre recycling can be efficiently employed for the reinforcement of concrete structures. Recycled Steel Fibre Reinforced Concrete (RSFRC) is a promising candidate with technical, environmental and economic benefits for the development of ductile, high strength and durable constructive systems, as it is required for breakwater elements used on the protection of coastal zones. For assessing the potentialities of recycled steel fibres (RSF) as concrete reinforcement, an experimental program was performed in the present work by comparing the following properties of concrete reinforced with industrial steel fibres (ISF) and with RSF: compressive strength, modulus of elasticity, flexural strength, flexural toughness and indirect tensile strength. Under chloride attack, the durability performance of RSFRC requires the assessment of its corrosion resistance. To evaluate the corrosion effects on the post-cracking response of RSFRC, double edge wedge splitting tensile tests were conducted in RSFRC specimens previously exposed to aggressive chloride environment. The obtained results demonstrate that, for the adopted industrial and recycled fibres, the last ones had not inferior post-cracking strengthening performance than the first ones. The corrosion action caused a slight decrease of the average post-cracking tensile strength of the RSFRC. The small percentage of rubber attached to RSF surface had a negligible effect in the corrosion resistance of RSFRC.","PeriodicalId":126363,"journal":{"name":"fib Bulletin 95. Fibre Reinforced Concrete: From Design to Structural Applications","volume":"16 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116950913","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

Segmental Lining Design using Macro Synthetic Reinforcement 采用宏观合成钢筋的分段衬砌设计

fib Bulletin 95. Fibre Reinforced Concrete: From Design to Structural Applications Pub Date : 2020-10-01 DOI: 10.35789/fib.bull.0095.ch14

R. Winterberg, Luis Mey Rodríguez, R. Cámara, David Sualdea Abad

引用次数: 0