Artikeldatenbank
Autor(en) | Titel | Zeitschrift | Ausgabe | Seite | Rubrik |
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Zeuli, Vincenzo; Maier, Christof; Diaz, José Manuel Suarez; Saeed, Fahed Ahmed; Tharamapalan, Jayapregasham; Germani, Carlo; Bayer, Lars; Atzl, Georg | Structural design of precast segmental lining reinforced by steel fibres | Geomechanics and Tunnelling | 4/2021 | 356-366 | Topics |
KurzfassungDubai Municipality awarded to Porr Besix JV the Project for the Main Tunnel component of the Deep Storm Water System. The tunnel will collect both rainwater and groundwater from approximately 500 sq. km and transfer the captured flow to the sea. The Design Builder JV selected COWI as Designer of the entire Project and IC Consultant as Design Checker for the Tunnels. The Project includes approximately 10.3 km of 10-meter-inside diameter tunnel in rock, three construction shafts and one drop shaft. The main tunnel will convey stormwater and groundwater flows from the EXPO 2020 area near the intersection of Sheikh Mohammed Bin Zayed Road and Jebal Ali Lehbab Road to the sea close to the EGA facility. The tunnel will follow beneath the road easement along Jebal Ali Lehbab Road and along Sheikh Zayed Road and continue to the pumping station. The tunnel traversed through the Barzaman and Fars formation with an overburden of 33 m with maximum water pressure of 4.4 bar and was excavated by EPB TBMs. This project is characterized by its dimensions with an internal diameter of 10 m and 350 mm of segment thickness, and by the use of steel fibre reinforced concrete in the precast segmental lining. The use of fibres aims to reduce the CO2 footprint obtaining an optimized design from the environmental point of view. These facts are associated to a complex design of precast segments, in order to ensure their structural competence and their integrity according to the durability requirements, under large thrust forces (temporary loads) and permanent load. Hence, considering such complexities, the structural design has been carried out producing a 3D structural model by means of a sophisticated FEM structural software. Results of the model allow to identify areas of the segment where spalling and bursting stresses are generated along circumferential joints and maximum value of those stresses in the temporary load cases. Moreover, a structural design verification of the segment has been undertaken considering the contribution of steel fibres class 4c, as it is set up in the FIB model code, aiming to ensure that the precast segments are structurally competent and fulfil the durability requirements of the Project. The article details the design approach and the independent checker design verification approach. The experience gained during construction is also reported, describing challenging aspects of the Tunnel execution and an analysis of the lining damages. x | |||||
Walter, H. | Structural design of tunnels - how reliable are the results of numerical calculations? Investigation using a 3D model for a mined underground railway station / Tunnelstatik - wie zuverlässig sind die Ergebnisse numerischer Berechnungen? Untersuchung anhand eines 3D-Rechenmodells für eine bergmännisch vorgetriebene U-Bahnstation | Geomechanics and Tunnelling | 4/2009 | 319-332 | Topics |
KurzfassungState-of-the-art material laws in numerical models make it possible to integrate the structural design and the ultimate limit state analysis into the numerical model (“Implicit design”). The material laws limit the stresses to values, which the material can bear. Partial factors of safety on the load and resistance sides can also be taken into account. Using the example of a time-independent, 3D mathematical model for an underground railway station with tunnel junctions, which is being constructed by mining in soft soil, this paper investigates to what extent the material laws and the mathematical model fulfill the requirements laid down in the Eurocode for ultimate limit state analysis and how near these results are to the real situation. x | |||||
Puthli, Ram; Packer, Jeffrey A. | Structural design using cold-formed hollow sections | Steel Construction | 2/2013 | 150-157 | Articles |
KurzfassungThis paper reviews the differences between the alternative types of structural hollow section products (cold-formed versus hot-finished) as they affect structural design in Europe, using the relevant product and design standards, with an emphasis on Rectangular Hollow Sections (RHS). Manufacturers of cold-formed structural hollow sections (CFSHS) are more numerous, so that their products are more widely available. Hot-finished structural hollow section (HFSHS) products are typically between 24 % and 54 % more expensive in Germany than their cold-formed counterparts, the lower differences being for large tonnages - a strong inducement in favour of CFSHS. The price difference may also vary within the European Union. The geometric and product properties which are distinctly unique to CFSHS are presented and shown to offer no restrictions in their use when in compliance with the appropriate clauses in the European standards. These are the influence of corner radii, welding in the corner area, material choice to avoid brittle fracture and suitability for welding CFSHS. A comparison of the structural performance of CFSHS and HFSHS shows equally efficient structural designs for both products. The points covered are the design of compression members - unfilled and concrete-filled, joint resistance - which typically governs selection of member sizes, as well as fatigue design, fire design and the resistance of braced steel frames to severe seismic loading. CFSHS are shown to be adequate under all these situations. x | |||||
Backers, Tobias; Kahnt, René; Stockinger, Georg | Structural dominated geothermal reservoir reaction during proppant emplacement in Geretsried, Bavaria / Strukturdominierte Reaktion des geothermischen Reservoirs während Stützmitteleintrag in Geretsried, Bayern | Geomechanics and Tunnelling | 1/2022 | 58-64 | Topics |
KurzfassungAs a source of sustainable, renewable, and clean energy, deep geothermal systems increasingly gain importance for the energy transition. In Germany, the North Alpine Foreland Basin is the success story for hydrothermal systems. Besides successful projects in the Munich area, recent attempts to establish successfully operating geothermal wells southwards, e.g., in Geretsried, failed due to a lack of permeability of the rock mass. Subsequent research in Geretsried found that all existing discontinuities are low to non-productive. The current project ZoKrateS, rethinking the Geretsried reservoir being a petrothermal play, bypasses these limitations by stimulating the existing fractures, and trying to keep them conductive by embedding proppants that prevent full closure. Four detached sections of the well GEN-1ST-A1 were subject to individual stages of stimulation. These four sections have been stimulated by placing proppants at injection pressures below the in-situ least principal stress at no microseismic activity. After injection the communication between well and formation appeared to be increased. Although data processing is still ongoing, linear correlations between cumulative injected volume and quasi-static pressure may be interpreted as channel flow within highly disturbed rock masses at intersections of faults. The high elasticity of these sections enables even low pressure to cause discontinuity opening below the least principal stress. x | |||||
Samyn, Philippe | Structural engineering and embodied energy | Steel Construction | 3/2019 | 174-175 | Editorials |
Structural Engineering for Meeting Urban Transportation Challanges | Bautechnik | 3/2000 | 206 | Termine | |
Structural Engineering for Meeting Urban Transportation Challenges | Stahlbau | 2/2000 | 140 | Termine | |
Structural Engineering for Meeting Urban Transportation Challenges | Bautechnik | 12/1998 | 1034 | Termine | |
Structural engineering, mechanics and computation (Ed.: A. Zingoni) | Bautechnik | 5/2002 | 349-350 | Bücher | |
Structural Engineers World Congress '98 | Bautechnik | 5/1998 | 339 | Termine | |
Structural hollow sections - high strength or weather resistant per EN 10210-3/EN 10219-3 | Steel Construction | 1/2022 | 25 | Editor's Recommendations | |
Ummenhofer, Thomas | Structural hollow sections - recent developments | Steel Construction | 2/2014 | 63-64 | Editorial |
Schacht, Gregor; Fritsch, Christina; Voigt, Chris; Ewert, Eric; Arndt, Ralf | Structural Information Modeling - Die digitale Transformation der Bauwerksdiagnostik | Mauerwerk | 4/2022 | 143-151 | Berichte |
KurzfassungBauwerksdiagnostische Untersuchungen sind die Voraussetzung für eine verlässliche Bewertung von bestehenden Tragwerken. Häufig fehlen konkrete und realistische Informationen über den tatsächlichen Bauwerkszustand und damit die Eingangsgrößen für die rechnerische Nachweisführung. Anders als bei Neubauten müssen diese Annahmen nicht geschätzt und durch zusätzliche Sicherheitselemente abgedeckt werden, sondern können zuverlässig mit ihrer tatsächlichen Eigenschaft sowie Streuung am Bestandstragwerk erfasst werden. Die Bauwerksdiagnostik bietet eine Vielzahl an Möglichkeiten, den Bestand und Zustand der Materialien sowie Konstruktionen realitätsgetreu zu erkunden. Die digitale Revolution des Bauwesens bedingt neue Konzepte, mit denen es gelingt, unsere bestehenden Tragwerke wesentlich effizienter und v. a. länger nutzen zu können. Der digitale Bauwerkszwilling ermöglicht die Zusammenführung und Verknüpfung von Daten unterschiedlichster Struktur und Herkunft. Damit müssen zwangsweise auch bauwerksdiagnostische Daten konsequent digitalisiert, in solche digitalen Zwillinge integriert und in Kombination mit den weiteren Bestands- und Zustandsdaten für den Nutzer aufbereitet werden. Dieser methodische Ansatz des Structural Information Modeling bildet die Grundlage für eine realistischere und zuverlässigere Bewertung bestehender Bauwerke. x | |||||
Schacht, Gregor; Fritsch, Christina; Voigt, Chris; Ewert, Eric; Arndt, Ralf | Structural Information Modeling - Die digitale Transformation der Bauwerksdiagnostik | Bautechnik | 3/2022 | 213-221 | Berichte |
KurzfassungBauwerksdiagnostische Untersuchungen sind die Voraussetzung für eine verlässliche Bewertung von bestehenden Tragwerken. Häufig fehlen konkrete und realistische Informationen über den tatsächlichen Bauwerkszustand und damit die Eingangsgrößen für die rechnerische Nachweisführung. Anders als bei Neubauten müssen diese Annahmen nicht geschätzt und durch zusätzliche Sicherheitselemente abgedeckt werden, sondern können zuverlässig mit ihrer tatsächlichen Eigenschaft sowie Streuung am Bestandstragwerk erfasst werden. Die Bauwerksdiagnostik bietet eine Vielzahl an Möglichkeiten, den Bestand und Zustand der Materialien sowie Konstruktionen realitätsgetreu zu erkunden. Die digitale Revolution des Bauwesens bedingt neue Konzepte, mit denen es gelingt, unsere bestehenden Tragwerke wesentlich effizienter und v. a. länger nutzen zu können. Der digitale Bauwerkszwilling ermöglicht die Zusammenführung und Verknüpfung von Daten unterschiedlichster Struktur und Herkunft. Damit müssen zwangsweise auch bauwerksdiagnostische Daten konsequent digitalisiert, in solche digitalen Zwillinge integriert und in Kombination mit den weiteren Bestands- und Zustandsdaten für den Nutzer aufbereitet werden. Dieser methodische Ansatz des Structural Information Modeling bildet die Grundlage für eine realistischere und zuverlässigere Bewertung bestehender Bauwerke. x | |||||
Structural member stability in the second generation of Eurocode 3STCO Online Live Seminar #2 mit Prof. Knobloch, Prof. Kuhlmann, Prof. Taras | Bautechnik | 1/2021 | 28 | Veranstaltungen | |
Structural member stability verification in the new Part 1-1 of the second generation of Eurocode 3 | Stahlbau | 8/2020 | 702 | Empfehlungen der Redaktion | |
Knobloch, Markus; Bureau, Alain; Kuhlmann, Ulrike; da Silva, LuÃs Simões; Snijder, Hubertus. H.; Taras, Andreas; Bours, Anna-Lena; Jörg, Fabian | Structural member stability verification in the new Part 1-1 of the second generation of Eurocode 3 - Part 1: Evolution of Eurocodes, background to partial factors, cross-section classification and structural analysis | Steel Construction | 2/2020 | 98-113 | Articles |
KurzfassungThis two-part article gives an overview of the developments of the structural member verification in prEN 1993-1-1:2020 “Eurocode 3: Design of steel structures - part 1-1: General rules and rules for buildings”, one of the second generation of Eurocodes. These developments were undertaken by Working Group 1 (WG1) of Subcommittee CEN/TC250/SC3 and by Project Team 1 (SC3.PT1) responsible for drafting the new version of EN 1993-1-1. In the past, WG1 collected many topics needing improvement, and the systematic review conducted every five years also yielded topics needing further development. Based on this, the current version of EN 1993-1-1 has been developed into a new draft version prEN 1993-1-1:2020 enhancing “ease of use”. The technical content of this new draft was laid down at the end of 2019. Many improvements to design rules have been established with respect to structural analysis, resistance of cross-sections and stability of members. This two-part article focuses on member stability design rules and deals with the basis for the calibration of partial factors, the introduction of more economic design rules for semi-compact sections, methods for structural analysis in relation to the appropriate member stability design rules, new design rules for lateral torsional buckling plus other developments and innovations. This first part of the article primarily serves to explain the general background to the European Commission Mandate M/515 that led to the further evolution of the Eurocodes and to illustrate the developments in prEN1993-1-1:2020 that pertain to new material grades, partial factors, cross-sectional classification and structural analysis. These form the necessary background to the changes to member buckling design rules, which are treated more specifically in the second part. x | |||||
Knobloch, Markus; Bureau, Alain; Kuhlmann, Ulrike; da Silva, LuÃs Simões; Snijder, Hubertus. H.; Taras, Andreas; Bours, Anna-Lena; Jörg, Fabian | Structural member stability verification in the new Part 1-1 of the second generation of Eurocode 3 - Part 2: Member buckling design rules and further innovations | Steel Construction | 3/2020 | 208-222 | Articles |
KurzfassungThis two-part article gives an overview of the developments of the structural member verification in prEN 1993-1-1:2020 “Eurocode 3: Design of steel structures - part 1-1: General rules and rules for buildings”, one of the second generation of Eurocodes. These developments were undertaken by Working Group 1 (WG1) of Subcommittee CEN/TC250/SC3 and by Project Team 1 (SC3.PT1) responsible for drafting the new version of EN 1993-1-1. In the past, WG1 collected many topics needing improvement, and the systematic review conducted every five years also yielded topics needing further development. Based on this, the current version of EN 1993-1-1 has been developed into a new draft version prEN 1993-1-1:2020 enhancing “ease of use”. The technical content of this new draft was laid down at the end of 2019. Many improvements to design rules have been established with respect to structural analysis, resistance of cross-sections and stability of members. This two-part article focuses on member stability design rules and deals with the basis for the calibration of partial factors, the introduction of more economic design rules for semi-compact sections, methods for structural analysis in relation to the appropriate member stability design rules, new design rules for lateral torsional buckling plus other developments and innovations. This second part of the article is dedicated to illustrating the most relevant changes to member buckling design rules. x | |||||
Structural Morphology: Bridges between Civil Engineering and Architecture | Bautechnik | 4/2000 | 291 | Termine | |
Cordes, Tobias; Voit, Klaus | Structural optimization of shotcrete lining - load capacity comparison of optimized and non-optimized excavation sections / Strukturoptimierung von Spritzbetonschalen - Versagensanalysen von Spritzbetonschalen bei Betrachtung von Vortriebsoptimierungen | Geomechanics and Tunnelling | 1/2023 | 88-101 | Topics |
KurzfassungA framework with a robust design of the driving classes is fundamental for the tunnel design. During tunnel advance, the detailed design of the lining is depending on the documented geology and the observed system behaviour. To reduce costs, the excavation profile is optimized with the aim of reducing overbreaks and shotcrete masses. This achieved profile accuracy is beneficial for the load-bearing capacity of the rock and the shotcrete lining. For temporary and permanent tunnel shotcrete linings, the excavation profile accuracy influences the stress distribution, the crack pattern and the expected deformations. In the course of this study, the effect of the excavation geometry on the load-bearing capacity of the primary lining of drill and blast tunnels was examined. For this purpose, shotcrete linings, reinforced by steel meshes and fibre-reinforced linings, were compared in optimized and non-optimized scanned excavation cross-sections. In each case, an ultimate load and failure analysis was carried out to assess shells in the hardened state by means of numerical modelling (ATENA). The aim is to determine the load-bearing capacity of the shell structure in order to obtain a conclusion regarding its structural robustness. The interaction between the rock/soil soil and the structure as well as a time-dependent material behaviour were not considered. It could be shown how an irregular overbreak or an inconsistent shell thickness has a negative effect on the load-bearing capacity of the structure. x | |||||
Kim, Seon-Hu; Lee, Cheol-Ho | Structural performance of CHS X-joints fabricated from high-strength steel | Steel Construction | 4/2018 | 278-285 | Articles |
KurzfassungIn Memoriam of Prof. Dr. Bernt Johansson x | |||||
Atta, Ahmad; Zaher, Fahmy; Etman, Emad | Structural performance of continuous RC slabs strengthened in negative moment regions with a mineral-based composite | Structural Concrete | 3/2016 | 408-424 | Technical Papers |
KurzfassungAn experimental programme was proposed and carried out to assess the effectiveness of the mineral-based composite (MBC) technique for the flexural strengthening of negative moment regions in continuous reinforced concrete slabs. In addition to the testing of the two reference specimens, the experimental programme included the testing of nine continuous RC slab specimens with different strengthening techniques, namely, using ordinary steel bars and MBC material. This experimental programme was conducted to study the failure modes, the load-deflection behaviour and the failure loads. x | |||||
Marchetto, Francesco; Caldentey, Alejandro Pérez; Corres-Peiretti, Hugo | Structural performance of corner joints subjected to a closing moment using mechanical anchorages: an experimental study | Structural Concrete | 6/2016 | 987-1002 | Technical Papers |
Borri, C.; Biagini, P. | Structural response of large stadium roofs due to dynamic wind actions | Stahlbau | 3/2005 | 197-206 | Fachthemen |
KurzfassungThe paper presents the experimental tests carried out in the Boundary-Layer Wind Tunnel (BLWT) for the design of large roofs of the new Olympic stadium (Karaiskaki) in Pyraeus (Greece), Manfredonia (Italy) and "Delle Alpi" of Turin (Italy). In addition, a report about some results of the T.D. dynamic response analyses performed on the Karaiskaki structure and on the Olympic stadium in Rome will be given. The peculiar shape of these large structures and their particular location (two of them are in the immediate sea vicinity) let arise the question about the actual distribution of the wind loads, i.e. on the pattern of pressure coefficients (cp) over the entire roof. For every wind direction investigated, the following quantities have been evaluated: mean values of the aerodynamic coefficients cp, standard deviation of cp, maximum and minimum values of cp. Finally, the recorded data have been used for the numerical simulation of the dynamic response of the structure in Time Domain, whose aim is the definition of the design loads of the steel lattice struc-tures. A numerical model of the "Delle Alpi" stadium is also in preparation, allowing re-sults of dynamic response analyses, which are still in progress. x | |||||
Structural Safety and Reliability | Bautechnik | 4/2000 | 298-299 | Bücher | |