Steel Construction-Design and Research最新文献_第4页

Steel‐fibre reinforced concrete in composite structures as a mean to increase resistance and ductility 复合结构中的钢纤维混凝土作为增加阻力和延性的手段

IF 1.6

Steel Construction-Design and Research Pub Date : 2023-02-01 DOI: 10.1002/stco.202370106

R. Zanon, M. Schäfer, G. Ruiz, Á. Rosa, Qingjie Zhang

引用次数: 0

Place and date – Event – Details 地点和日期-事件-详细信息

IF 1.6

Steel Construction-Design and Research Pub Date : 2023-02-01 DOI: 10.1002/stco.202370108

引用次数: 0

Steel and composite joints with dissipative connections for MRFs in moderate seismicity – Experimental and numerical programs 中等地震活动性中磁流变函数的带耗散连接的钢和复合材料接头。实验和数值程序

IF 1.6

Steel Construction-Design and Research Pub Date : 2023-02-01 DOI: 10.1002/stco.202200044

Rafaela Don, Georgios Balaskas, C. Vulcu, B. Hoffmeister

{"title":"Steel and composite joints with dissipative connections for MRFs in moderate seismicity – Experimental and numerical programs","authors":"Rafaela Don, Georgios Balaskas, C. Vulcu, B. Hoffmeister","doi":"10.1002/stco.202200044","DOIUrl":"https://doi.org/10.1002/stco.202200044","url":null,"abstract":"Owing to the new rules of the German National Annex to EN 1998‐1, the relevance of the seismic action has increased, materialising in extended seismic areas and higher spectral accelerations. This may lead to seismic loading being decisive on the design of steel and composite frames. However, the demand is lower in Germany than in other seismic areas. Consequently, these challenges are addressed in an ongoing German national research project, by developing joints with dissipative connections, classified as semi‐rigid and partial‐strength, for steel and composite frames that could allow for the use of behaviour factors in the range of 1.5 to 3. The development started with typical connections from the German catalogue, designed to withstand static loads in the elastic range, followed by performance and detailing improvements. Developments (e.g., increase in sagging/hogging bending: 125 %/18 % of steel joints and 70 %/40 % of partially composite joints) resulted from pre‐test finite element analyses (FEA) on joints and frame models. Improvements to joint detailing were made according to the provisions of the newest draft of Eurocode 8. The optimised joints were integrated in frame specimens, which are currently being tested under monotonic and cyclic loads at RWTH‐Aachen University. This article introduces the developed joint solutions, describes the experimental and numerical programs and presents the monotonic response of frame specimens based on the results of FEA, as well as the main conclusions.","PeriodicalId":54183,"journal":{"name":"Steel Construction-Design and Research","volume":null,"pages":null},"PeriodicalIF":1.6,"publicationDate":"2023-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43907040","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

Preview 2/23 预览2/23

IF 1.6

Steel Construction-Design and Research Pub Date : 2023-02-01 DOI: 10.1002/stco.202370109

D. Ungermann, Tim Lmański, Bettina Brune, A. Martins, D. Camotim, P. Dinis, Man-Tai Chen, B. Young

引用次数: 0

23rd International Colloquium on Stability and Ductility of Steel Structures, University of Aveiro 第23届钢结构稳定性和延性国际研讨会，阿威罗大学

IF 1.6

Steel Construction-Design and Research Pub Date : 2023-02-01 DOI: 10.1002/stco.202370103

P. Real, N. Lopes

引用次数: 0

Generalized calculation method for steel profiles embedded in concrete – embedment depths, design at the ultimate limit state and design aids 混凝土中嵌入型钢的通用计算方法——嵌入深度、极限状态下的设计和设计辅助

IF 1.6

Steel Construction-Design and Research Pub Date : 2023-02-01 DOI: 10.1002/stco.202370104

引用次数: 0

The application of duroplastic gap filling material DIAMANT MM1018 in preloaded bolted connections 硬质塑料填充材料DIAMANT MM1018在预紧螺栓连接中的应用

IF 1.6

Steel Construction-Design and Research Pub Date : 2023-02-01 DOI: 10.1002/stco.202370105

{"title":"The application of duroplastic gap filling material DIAMANT MM1018 in preloaded bolted connections","authors":"","doi":"10.1002/stco.202370105","DOIUrl":"https://doi.org/10.1002/stco.202370105","url":null,"abstract":"In steel construction, bolted connections are preloaded either for load-bearing capacity reasons or for serviceability reasons. Single and multi-section connections of wind turbines, offshore plants, bridges etc. are typical application examples. Gap formation, caused by imperfections due to fabrication and assembly, poses a risk e. g. for the controlled application of the required preload level as well as for the prevention of cavity corrosion. This can significantly impair the load-bearing capacity and the durability of the connection and even lead to a premature failure. Therefore, the formation of gaps must be kept to a minimum, whereby DIN EN 1090-2 provides possible measures such as the use of packing plates for this purpose. Two-component reaction resin systems based on epoxy resins, which are filled with special metallic materials to improve the mechanical properties, are a possible alternative for gap filling. Systematic investigations were carried out into the use of the gap-filling material MM1018 for use in preloaded bolted connections. In this contribution, experimentally determined slip factors as well as the expected preload losses over the service life are presented and discussed. Stranghöner, N.; Makevicius, L.; Korbaj, A.; Kunde, C. (2023) Einsatz vom duroplastischen Spaltausgleichsmaterial DIAMANT MM1018 in vorgespannten geschraubten Verbindungen. Stahlbau 92, No. 1, pp. 27–38. https://doi.org/10.1002/stab.202200069 The application of duroplastic gap filling material DIAMANT MM1018 in preloaded bolted connections E D I T O R ’ S R E C O M M E N D A T I O N","PeriodicalId":54183,"journal":{"name":"Steel Construction-Design and Research","volume":null,"pages":null},"PeriodicalIF":1.6,"publicationDate":"2023-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"44564697","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

Content: Steel Construction 1/23 内容:钢结构1/23

IF 1.6

Steel Construction-Design and Research Pub Date : 2023-02-01 DOI: 10.1002/stco.202370102

引用次数: 0

A Lego‐like steel‐framed system for standardization and serial production 一个类似乐高的钢框架系统，用于标准化和批量生产

IF 1.6

Steel Construction-Design and Research Pub Date : 2023-02-01 DOI: 10.1002/stco.202200021

C. Odenbreit, Jie Yang, Alfredo Romero, A. Kozma

{"title":"A Lego‐like steel‐framed system for standardization and serial production","authors":"C. Odenbreit, Jie Yang, Alfredo Romero, A. Kozma","doi":"10.1002/stco.202200021","DOIUrl":"https://doi.org/10.1002/stco.202200021","url":null,"abstract":"A Lego‐like steel‐framed structural system has been developed within the frame of an RFCS project, REDUCE, to facilitate 1) deconstruction of composite structures, 2) circularity at structure and element levels, and 3) serial production in construction by promoting a greater standardization of structural elements. The system utilizes innovative demountable shear connections for composite flooring solutions with precast concrete elements, and adjustable steel connections for use in both beam‐to‐beam and beam‐to‐column connections. The first use case of the structural system has been realized in the Petite Maison project which is a demonstration project for circularity and contributes to the event ESCH2022. Each construction element is linked to a digital database and remains available for future reuse, as a result of the plug‐and‐play, demountable and robust features of the developed system. This paper presents the proposed demountable system, the results from experiments and finite element analyses on the behaviour of shear connections, composite beams, and steel connections, and indicates the analysing methods for structural engineers to open a pathway for full implementation of the structures built into digital tools, fabrication, and construction.","PeriodicalId":54183,"journal":{"name":"Steel Construction-Design and Research","volume":null,"pages":null},"PeriodicalIF":1.6,"publicationDate":"2023-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47841008","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

Annual table of contents: Steel Construction 2022 年度目录:钢结构2022

Steel Construction-Design and Research Pub Date : 2023-02-01 DOI: 10.1002/stco.202370110

引用次数: 0