@misc{LoebjinskiRugPasternak, author = {Loebjinski, Maria and Rug, Wolfgang and Pasternak, Hartmut}, title = {The influence of an improved strength grading in situ on modelling timber strength properties}, series = {Proceedings of the International Conference on Structural Health Assessment of Timber Structures, SHATiS´2019}, journal = {Proceedings of the International Conference on Structural Health Assessment of Timber Structures, SHATiS´2019}, publisher = {Universidade do Minho Departamento de Engenharia Civi}, address = {Guimar{\~a}es, Portugal}, isbn = {978-989-54496-2-0}, pages = {619 -- 628}, language = {en} } @misc{LoebjinskiLinkeRugetal., author = {Loebjinski, Maria and Linke, Gunter and Rug, Wolfgang and Pasternak, Hartmut}, title = {Redevelopment of a wooden roof construction under preservation order}, series = {Proceedings of the International Conference on Structural Health Assessment of Timber Structures, SHATiS´2019}, journal = {Proceedings of the International Conference on Structural Health Assessment of Timber Structures, SHATiS´2019}, publisher = {Universidade do Minho Departamento de Engenharia Civi}, address = {Guimar{\~a}es, Portugal}, isbn = {978-989-54496-2-0}, pages = {912 -- 921}, language = {en} } @misc{LoebjinskiLinkeRugetal., author = {Loebjinski, Maria and Linke, Gunter and Rug, Wolfgang and Pasternak, Hartmut}, title = {Evaluation of existing timber structures - Current standards for the assessment and evaluation in Germany and Europe}, series = {Proceedings of the International Conference on Structural Health Assessment of Timber Structures, SHATiS´2019}, journal = {Proceedings of the International Conference on Structural Health Assessment of Timber Structures, SHATiS´2019}, publisher = {Universidade do Minho Departamento de Engenharia Civi}, address = {Guimar{\~a}es, Portugal}, isbn = {978-989-54496-2-0}, pages = {884 -- 893}, language = {en} } @misc{FeldmannUmmenhoferGessleretal., author = {Feldmann, Markus and Ummenhofer, Thomas and Geßler, Achim and Pasternak, Hartmut and Kasper, Yann and Albiez, Matthias and Ciupack, Yvonne and Ledecky, Lukas}, title = {Einsatz geklebter CFK-Lamellen zur Verst{\"a}rkung erm{\"u}dungsgesch{\"a}digter Stahlkonstruktionen}, series = {Schweissen und Schneiden: Fachzeitschrift f{\"u}r Schweißen und verwandte Verfahren}, journal = {Schweissen und Schneiden: Fachzeitschrift f{\"u}r Schweißen und verwandte Verfahren}, number = {11}, issn = {0036-7184}, pages = {738 -- 745}, language = {de} } @misc{CiupackLedeckyKasperetal., author = {Ciupack, Yvonne and Ledecky, Lukas and Kasper, Yann and Geßler, Achim and Albiez, Matthias and Pasternak, Hartmut and Ummenhofer, Thomas and Feldmann, Markus}, title = {Strengthening of steel structures with fatigue cracks using adhesively bonded non-prestressed and prestressed CFRP lamellas}, series = {The 13th International Conference MODERN BUILDING MATERIALS, STRUCTURES AND TECHNIQUES, 16-17 May 2019, Vilnius, Lithuania Vilnius Gediminas Technical University}, journal = {The 13th International Conference MODERN BUILDING MATERIALS, STRUCTURES AND TECHNIQUES, 16-17 May 2019, Vilnius, Lithuania Vilnius Gediminas Technical University}, editor = {Juozapaitis, Algirdas and Daniūnas, Alfonsas and Juknevičius, Linas}, isbn = {978-609-476-197-3}, issn = {2029-9915}, doi = {10.3846/mbmst.2019.068}, pages = {252 -- 260}, abstract = {In comparison to classic strengthening methods of fatigue-damaged steel structures, adhesively bonded CFRP lamellas show several advantages. Compared to bolted reinforcement measures and the drilling of the crack tip, crosssectional weakening is avoided. Heat-induced, negatively acting residual stresses and distortions, usually occurring during repair welding, can also be excluded. Therefore, the effectiveness of adhesively bonded CFRP lamellas to enhance the remaining lifetime of fatigue damaged steel structures is examined in a German research project. Selected results are presented in this paper. To characterize the steel, CFRP and adhesive materials, different tests on small scale specimens are carried out. With the help of fatigue tests on CT-samples the remaining fatigue lifetimes of specimens strengthened with adhesively bonded CFRP lamellas is compared to the remaining lifetimes of specimens strengthened by established methods such as drilling the crack tip and repair welding. Based on the evaluation of the crack propagation after the rehabilitation measures, the great potential of adhesively bonded CFRP reinforcements can be deduced. By prestressing the lamellas, the remaining lifetime can generally be increased further. The combination of adhesively bonded CFRP lamellas together with established rehabilitation methods shows a particularly high positive influence on the remaining lifetime of the CT-specimens.}, language = {en} } @misc{LoebjinskiRugPasternak, author = {Loebjinski, Maria and Rug, Wolfgang and Pasternak, Hartmut}, title = {The Influence of Improved Strength Grading In Situ on Modelling Timber Strength Properties}, series = {Buildings : open access journal}, volume = {10}, journal = {Buildings : open access journal}, number = {2}, issn = {2075-5309}, doi = {10.3390/buildings10020030}, pages = {15}, language = {en} } @misc{SternsdorffCiupackYilmazetal., author = {Sternsdorff, Florian and Ciupack, Yvonne and Yilmaz, Emre Mehmet and Pasternak, Hartmut and Vayas, Ioannis}, title = {Investigations on beam-to-column connections reinforced with adhesively bonded CFRP lamellas}, series = {7th International Conference Civil Engineering - Science and Practice (GNP), Kolašin, 10.-14. March 2020, Book of abstracts}, journal = {7th International Conference Civil Engineering - Science and Practice (GNP), Kolašin, 10.-14. March 2020, Book of abstracts}, pages = {8}, abstract = {Against the background of the earthquake-proof design of steel structures, it makes sense to use structures with sufficient ductility and energy dissipation capacity. The joints are often a weak point in such systems. Methods for reinforcing beam-to-column connections with the aid of adhesively bonded CFRP products are the subject of the work. Advantages of such reinforcement methods are the avoidance of residual stresses (compared to welded steel lamellas), avoidance of cross-sectional weakening (in comparison to bolted solutions) and, above all, the possibility of retrofitting existing steel structures.}, language = {en} } @misc{PasternakKrausche, author = {Pasternak, Hartmut and Krausche, Thomas}, title = {Design, Construction and Assembly of two Membrane-Cladded Double-Curved Net Roofs}, series = {7th International Conference Civil Engineering - Science and Practice (GNP), Kolašin, 10-14 March 2020, Book of abstracts}, journal = {7th International Conference Civil Engineering - Science and Practice (GNP), Kolašin, 10-14 March 2020, Book of abstracts}, pages = {8}, language = {en} } @misc{ShoushtarianMofradShlychkovaCiupacketal., author = {Shoushtarian Mofrad, Ashkan and Shlychkova, Darita and Ciupack, Yvonne and Pasternak, Hartmut}, title = {Study of Bending, Translational and Torsional Stiffness of Sandwich Panels in Fire}, series = {7th International Conference Civil Engineering - Science and Practice (GNP), Kolašin, 10-14 March 2020, Book of abstracts}, journal = {7th International Conference Civil Engineering - Science and Practice (GNP), Kolašin, 10-14 March 2020, Book of abstracts}, pages = {8}, language = {en} } @misc{KasperAlbiezCiupacketal., author = {Kasper, Yann and Albiez, Matthias and Ciupack, Yvonne and Geßler, Achim and Ummenhofer, Thomas and Pasternak, Hartmut and Feldmann, Markus}, title = {Verst{\"a}rkung von erm{\"u}dungsbeanspruchten Stahlbauteilen mit aufgeklebten CFK-Lamellen - Teil 1: Grundlagen}, series = {Bauingenieur}, volume = {95}, journal = {Bauingenieur}, number = {3}, issn = {0005-6650}, pages = {79 -- 84}, language = {de} } @misc{KasperAlbiezCiupacketal., author = {Kasper, Yann and Albiez, Matthias and Ciupack, Yvonne and Geßler, Achim and Ummenhofer, Thomas and Pasternak, Hartmut and Feldmann, Markus}, title = {Verst{\"a}rkung von erm{\"u}dungsbeanspruchten Stahlbauteilen mit aufgeklebten CFK-Lamellen - Teil 2: Experimentelle Rissfortschrittsuntersuchungen}, series = {Bauingenieur}, volume = {95}, journal = {Bauingenieur}, number = {5}, issn = {0005-6650}, pages = {166 -- 173}, language = {de} } @misc{DongLiPasternaketal., author = {Dong, Jiwu and Li, Zheng and Pasternak, Hartmut and Ciupack, Yvonne}, title = {Reinforcement of Fatigue Damaged Steel Structures Using CFRP Lamellas - Part 3: Numerical Simulation}, series = {Bauingenieur}, volume = {96}, journal = {Bauingenieur}, number = {10}, issn = {0005-6650}, pages = {362 -- 368}, language = {en} } @misc{PasternakCiupack, author = {Pasternak, Hartmut and Ciupack, Yvonne}, title = {Use of CFRP for the Rehabilitation of Fatigue Damaged Steel Structures - Only a Nice Idea?}, series = {XX International Scientific Conference VSU'2020 on Construction and Architecture Book of Abstracts}, journal = {XX International Scientific Conference VSU'2020 on Construction and Architecture Book of Abstracts}, editor = {Georgiev, Vanyo and Stoynova, Iliana}, issn = {1314-071X}, pages = {9}, language = {en} } @misc{KasperAlbiezUmmenhoferetal., author = {Kasper, Yann and Albiez, Matthias and Ummenhofer, Thomas and Mayer, Christoph and Meier, Tobias and Choffat, Fabien and Ciupack, Yvonne and Pasternak, Hartmut}, title = {Application of toughened epoxy-adhesives for strengthening of fatigue-damaged steel structures}, series = {Construction and Building Materials}, volume = {275}, journal = {Construction and Building Materials}, issn = {0950-0618}, doi = {10.1016/j.conbuildmat.2020.121579}, pages = {15}, language = {en} } @misc{LiPasternak, author = {Li, Zheng and Pasternak, Hartmut}, title = {Statistischer Maßstabseffekt und seine Bedeutung f{\"u}r die Zuverl{\"a}ssigkeit im Stahlbau,Teil 1 - Modell und Versuch}, series = {Bautechnik}, volume = {97}, journal = {Bautechnik}, number = {11}, doi = {10.1002/bate.202000030}, pages = {766 -- 772}, language = {de} } @misc{LiLoebjinskiPasternak, author = {Li, Zheng and Loebjinski, Maria and Pasternak, Hartmut}, title = {Statistischer Maßstabseffekt und seine Bedeutung f{\"u}r die Zuverl{\"a}ssigkeit im Stahlbau, Teil 2- Zuverl{\"a}ssigkeitsanalyse}, series = {Bautechnik}, volume = {97}, journal = {Bautechnik}, number = {11}, doi = {10.1002/bate.202000031}, pages = {773 -- 779}, language = {de} } @misc{LiPasternakRobra, author = {Li, Zheng and Pasternak, Hartmut and Robra, J{\"o}rgen}, title = {Tragverhalten von Wellstegtr{\"a}gern mit kreisf{\"o}rmigem {\"O}ffnungskranz}, series = {Bauingenieur}, volume = {96}, journal = {Bauingenieur}, number = {4}, issn = {0005-6650}, doi = {10.37544/0005-6650-2021-04-50}, pages = {114 -- 120}, language = {de} } @book{PasternakStapelfeldLaunertetal., author = {Pasternak, Hartmut and Stapelfeld, Christoph and Launert, Benjamin and Michailov, Vesselin and Doynov, Nikolay}, title = {Ermittlung der Tragf{\"a}higkeit neuartiger st{\"a}hlerner Schalenbauwerke unter realit{\"a}tsnaher Ber{\"u}cksichtigung des Schweißverzugs}, publisher = {Forschungsvereinigung Stahlanwendung e. V.}, address = {D{\"u}sseldorf}, isbn = {978-3-946885-89-4}, pages = {227}, language = {de} } @misc{SternsdorffCiupackPasternak, author = {Sternsdorff, Florian and Ciupack, Yvonne and Pasternak, Hartmut}, title = {Experimental Investigations on Innovative Crack Repair Methods and reinforcing Steel Structures with Adhesivly Bonded CFRP - Lamellas}, series = {Engineering Structures and Technologies}, volume = {13}, journal = {Engineering Structures and Technologies}, number = {1}, issn = {2029-882X}, doi = {10.3846/est.2021.15036}, pages = {1 -- 6}, language = {en} } @misc{WangLiRobraetal., author = {Wang, Jian and Li, Zheng and Robra, J{\"o}rgen and Pasternak, Hartmut and Euler, Mathias}, title = {Investigation on Shear Buckling of Corrugated Web Beams with Reinforced Web Openings}, series = {ce/papers}, volume = {5}, journal = {ce/papers}, number = {4}, issn = {2509-7075}, doi = {10.1002/cepa.1800}, pages = {628 -- 634}, abstract = {Corrugated web beams are welded I-sections with thin-walled sinusoidal corrugated webs and flanges made of wide flat steel that have been developed as an alternative to steel girders with flat webs. In comparison with hot-rolled or welded I-beams with flat webs, corrugated web beams are connected with considerable material savings and fully automated production. Assuming the same load-bearing capacity, corrugated web beams are lighter than those with a flat web, since the corrugated web beams can often be loaded up to their plastic resistance without reinforcement of the web. The research on the load-bearing behavior of corrugated web beams without web openings is relatively mature. However, the resistance of corrugated web beams with reinforced web openings, as they are often used in buildings for installations, has not well experimentally been investigated, yet. This paper deals with the shear resistance of corrugated web beams with reinforced square web openings. Three specimens of different geometry with two square web openings were tested. The experiments are compared with a Finite Element Analysis by Abaqus® and with an analytical model allowing simplified calculation. Both models can relatively accurately calculate the shear resistance. The experimental and numerical results show that the increase of the shear resistance of perforated corrugated web beams depends on the wall-thickness and the steel grade of the web opening reinforcement.}, language = {en} }