{"title":"Titelbild: Beton- und Stahlbetonbau 9/2025","authors":"","doi":"10.1002/best.70027","DOIUrl":"https://doi.org/10.1002/best.70027","url":null,"abstract":"<p><b>Zum Titelbild</b>:</p><p>Rohbaugrabung für das zukünftige Besucher–Informationszentrum im hochfrequentierten Sicherheitsbereich des deutschen Bundestages unweit des Paul-Löbe-Hauses in Berlin. Betroffen sind der derzeitige Mischwasserkanal des Regierungsviertels und die Trinkwasserversorgung des Reichstagsgebäudes. Das zentrale Element dieses Echterhoff-Projekts ist die Verlegung ist die Verlegung eines neuen, fast 500 m langen Mischwasserkanals in 3 m Tiefe aus robustem Polymerbeton. Die Arbeiten finden aufgrund der unmittelbaren Nähe zum Reichstag unter strengen Sicherheitsvorkehrungen statt (Foto: Echterhoff). Interview siehe S. A4 f.</p>","PeriodicalId":55386,"journal":{"name":"Beton- und Stahlbetonbau","volume":"120 9","pages":""},"PeriodicalIF":0.8,"publicationDate":"2025-09-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1002/best.70027","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145197213","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Inhalt: Beton- und Stahlbetonbau 9/2025","authors":"","doi":"10.1002/best.70016","DOIUrl":"https://doi.org/10.1002/best.70016","url":null,"abstract":"","PeriodicalId":55386,"journal":{"name":"Beton- und Stahlbetonbau","volume":"120 9","pages":""},"PeriodicalIF":0.8,"publicationDate":"2025-09-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1002/best.70016","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145197214","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Vorschau: Beton- und Stahlbetonbau 9/2025","authors":"","doi":"10.1002/best.70025","DOIUrl":"https://doi.org/10.1002/best.70025","url":null,"abstract":"","PeriodicalId":55386,"journal":{"name":"Beton- und Stahlbetonbau","volume":"120 9","pages":""},"PeriodicalIF":0.8,"publicationDate":"2025-09-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1002/best.70025","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145197250","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Jahrzehntelange Forschung - und wir reißen immer noch ab","authors":"Prof. Dr.-Ing. Silke Scheerer","doi":"10.1002/best.70017","DOIUrl":"https://doi.org/10.1002/best.70017","url":null,"abstract":"","PeriodicalId":55386,"journal":{"name":"Beton- und Stahlbetonbau","volume":"120 9","pages":""},"PeriodicalIF":0.8,"publicationDate":"2025-09-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1002/best.70017","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145197215","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Beton- und Stahlbetonbau aktuell Beton- und Stahlbetonbau 9/2025","authors":"","doi":"10.1002/best.70023","DOIUrl":"https://doi.org/10.1002/best.70023","url":null,"abstract":"","PeriodicalId":55386,"journal":{"name":"Beton- und Stahlbetonbau","volume":"120 9","pages":"745-746"},"PeriodicalIF":0.8,"publicationDate":"2025-09-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145197248","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Dr.-Ing. Christian Caspari, Prof. Dr.-Ing. Matthias Pahn
{"title":"Zeitabhängiges Verbundverhalten von Faserkunststoffbewehrung","authors":"Dr.-Ing. Christian Caspari, Prof. Dr.-Ing. Matthias Pahn","doi":"10.1002/best.70006","DOIUrl":"https://doi.org/10.1002/best.70006","url":null,"abstract":"<p><b>Long-time bond behaviour of fibre-reinforced polymer</b></p><p>Due to their high resistance to environments that promote steel corrosion, fiber-reinforced polymers (FRP) offer significant potential for producing durable and low-maintenance concrete structures. However, FRP materials are subject to chemical and physical degradation over time, which can lead to a reduction in mechanical performance. This degradation is influenced by the properties of the fibers and polymer matrix, the fiber-matrix interface, and exposure to environmental factors. As a result, the time-dependent material behavior has a direct impact on the structural performance and deformation characteristics of FRP-reinforced concrete elements. While current research on the long-term behavior of FRP has primarily focused on its tensile properties, studies addressing the time-dependent bond behavior between FRP and concrete remain limited. This paper investigates the time-dependent bond behavior of FRP reinforcement in concrete. It begins with an analysis of the underlying damage mechanisms, followed by the presentation of a testing methodology specifically developed to capture time-related bond degradation. Experimental results are provided for sand-coated FRP bars subjected to temperature, moisture, and concrete alkalinity. The objective of the study is to derive a time-dependent bond strength suitable for structural design over a service life of up to 100 years under relevant in-service temperature conditions.</p>","PeriodicalId":55386,"journal":{"name":"Beton- und Stahlbetonbau","volume":"120 9","pages":"677-685"},"PeriodicalIF":0.8,"publicationDate":"2025-09-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145197216","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Veranstaltungen: Beton- und Stahlbetonbau 9/2025","authors":"","doi":"10.1002/best.70024","DOIUrl":"https://doi.org/10.1002/best.70024","url":null,"abstract":"","PeriodicalId":55386,"journal":{"name":"Beton- und Stahlbetonbau","volume":"120 9","pages":"747-748"},"PeriodicalIF":0.8,"publicationDate":"2025-09-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145197249","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Dipl.-Ing. Yue Zheng Wen, Pranav Shevkar M.Sc., Prof. Dr.-Ing. habil. Lars Hahn, Dr.-Ing. Hung Le Xuan, Dr.-Ing. Paul Penzel
{"title":"Nachhaltigkeitssteigerung nichtmetallischer Betonbewehrungen durch 3R-Ansätze","authors":"Dipl.-Ing. Yue Zheng Wen, Pranav Shevkar M.Sc., Prof. Dr.-Ing. habil. Lars Hahn, Dr.-Ing. Hung Le Xuan, Dr.-Ing. Paul Penzel","doi":"10.1002/best.70014","DOIUrl":"https://doi.org/10.1002/best.70014","url":null,"abstract":"<p><b>Enhancing the sustainability of non-metallic reinforced concrete through the 3R framework</b></p><p>The construction industry is transitioning from a linear to a circular economy, focusing on waste reduction, material reuse, and recycling. Fiber-reinforced composites (FRCs) support this shift by extending reinforcement durability through corrosion-resistant fibers and reducing concrete demand. However, recycling FRCs remains challenging due to high energy consumption, harmful by-products, and degradation of mechanical properties—often leading to downcycling. Furthermore, recycling does not reduce the embodied carbon and grey energy from production, transport, and installation. For sustainable construction, non-metallic reinforcement should be preserved as long as its structural integrity remains intact—e.g., through the reuse of entire concrete slabs. This contribution highlights technologies that aim to implement the 3R principles (Reduce, Reuse, Recycle) in construction, including robotic manufacturing, recycled carbon fibers (rCF), reinforcement repair, automated deconstruction, and reuse-oriented design. Integrating these technologies into non-metallic reinforcement enhances the circularity of concrete structures and promotes material sustainability in the building sector.</p>","PeriodicalId":55386,"journal":{"name":"Beton- und Stahlbetonbau","volume":"120 9","pages":"707-716"},"PeriodicalIF":0.8,"publicationDate":"2025-08-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145197274","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Zugversuche an Garnen aus rezyklierten Carbonfasern","authors":"Dipl.-Ing. Enrico Baumgärtel, Dr.-Ing. Silke Scheerer, Md Sazzadur Rahman, Prof. Dr.-Ing. Steffen Marx","doi":"10.1002/best.70007","DOIUrl":"https://doi.org/10.1002/best.70007","url":null,"abstract":"<p><b>Tensile tests on yarns made from recycled carbon fibers: Semi-finished products for construction</b></p><p>The demand for the recovery of carbon fibers from old components or the recycling of carbon fiber waste is increasing with the growing use of carbon fibers in many sectors (e.g., automotive, aerospace). Although components reinforced with semi-finished carbon fiber products have already been in operation for several years, the use of recycled or reused carbon fibers (rCF) in the construction sector, especially as concrete reinforcement, opens up a promising opportunity to close the carbon material cycle. In the present study, tensile tests were carried out on yarns made of rCF produced with two different impregnations (thermoplastic and thermoset) and compared with two similarly impregnated yarns made of virgin carbon fibers. The findings indicate substantial disparities in the mechanical properties, particularly in tensile strength and stiffness. These findings signify an inaugural phase in the assessment of rCF yarns for structural applications and underscore the feasibility of subsequent enhancement of rCF processes to attain performance benchmarks commensurate with those of virgin carbon fibers.</p>","PeriodicalId":55386,"journal":{"name":"Beton- und Stahlbetonbau","volume":"120 9","pages":"698-706"},"PeriodicalIF":0.8,"publicationDate":"2025-08-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145197273","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Beton- und Stahlbetonbau aktuell Beton- und Stahlbetonbau 8/2025","authors":"","doi":"10.1002/best.70002","DOIUrl":"https://doi.org/10.1002/best.70002","url":null,"abstract":"","PeriodicalId":55386,"journal":{"name":"Beton- und Stahlbetonbau","volume":"120 8","pages":"655-657"},"PeriodicalIF":0.8,"publicationDate":"2025-08-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144905442","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}