Powiadomienia systemowe
- Sesja wygasła!
Tytuł artykułu
Autorzy
Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Języki publikacji
Abstrakty
Experimental testing of epoxy adhesives, which are commonly used in civil engineering for the strengthening of existing structures with composite products have been a topic of limited studies. It was due to the damage which usually occurred not in the adhesive layer but in the strengthened material. Recent studies have shown that the choice of an adhesive significantly affects the load-bearing capacity of the entire joint. The paper presents the results of strength tests of a selected methyl methacrylate adhesive, carried out according to the standards EN ISO 527-1 and EN ISO 527-2. Comparing the results to the data provided by the manufacturer (tested in accordance with ASTM D638) discrepancies have been found in the normative assumptions and consequently differences in the results. Experiments on the adhesive showed clear dependency on the speed of testing which revealed through variable characteristics after the elastic limit. Numerical simulations were also carried out assuming the elastic-plastic material model. The analyses allowed to obtain the distribution of stresses and deformations along the length of the sample and allowed to verify the length of the extensometer used. Comparison of results obtained for different measuring lengths of chosen adhesive confirmed the need to use extensometers in the testing of mechanical properties.
Czasopismo
Rocznik
Tom
Strony
87--96
Opis fizyczny
Bibliogr. 20 poz.
Twórcy
autor
- Faculty of Civil Engineering, Silesian University of Technology, 44-100, Gliwice, Poland
autor
- Faculty of Civil Engineering, Silesian University of Technology, 44-100, Gliwice, Poland
autor
- Faculty of Civil Engineering, Silesian University of Technology, 44-100, Gliwice, Poland
Bibliografia
- [1] Kwiecień A., Zając B., Gams M. (2015). Naprawa i zabezpieczenie murów poddanych obciążeniom dynamicznym i dużym deformacjom przy użyciu kompozytów mocowanych na podatnych warstwach adhezyjnych (Repair and protection of masonries against mining shocks using composites bonded on flexible adhesives). XXVII Konferencja Naukowo- Techniczna Awarie Budowlane 2015, Międzyzdroje, May 20th-23th, 799-806.
- [2] Kotynia R. (2015). Przyczepnościowe metody wzmacniania konstrukcji żelbetowych przy użyciu naprężonych kompozytów polimerowych (Adhesion methods of strengthening RC constructions using strained polymer composites). Przegląd Budowlany, 7-8, 49-56.
- [3] Brol J. (2009). Wzmacnianie zginanych belek z drewna klejonego taśmami GARP na etapie produkcji (Strengthening of bent glued laminated (glulam) beams with GARP tapes at the stage of production). Wiadomości Konserwatorskie, 26, 345-353.
- [4] Przygocka M., Lasek K., Kotynia R. (2015). Strengthening of RC slabs with prestressed and nonprestressed NSM CFRP strips. Architecture, Civil Engineering, Environment (ACEE), 3(8), 79-86.
- [5] Täljsten B., Carolin A. (2015). CFRP-strengthening - concrete structures strengthened with near surface mounted CFRP laminates. FRPRCS-5: Fibre-reinforced plastics for reinforced concrete structures, Volume 1.
- [6] Karbhari V. M. (2014). Rehabilitation of Metallic Civil Infrastructure using Fiber-reinforced Polymer (FRP) Composites. Woodhead Publishing, Cambridge.
- [7] Kowal M. (2016). Wzmacnianie elementów konstrukcji stalowych węglowymi taśmami kompozytowymi (Strengthening of steel construction elements with carbon composite strips). Politechnika Lubelska, Lublin.
- [8] Kowal M., Łagoda M. (2017). Strengthening of steel structures with CFRP strips. Roads and Bridges - Drogi i Mosty, 16, 85-99.
- [9] Mahmoud M. H., Afefy H. M., Kassem N. M., Fawzy T. M. (2014). Strengthening of defected beam-column joints using CFRP. Journal of Advanced Research, 5, 67-77.
- [10] Derkowski W., Kwiecień A., Zając B. (2013). CFRP strengthening of bent RC beams using stiff and flexible adhesives. Technical Transactions Civil Engineering, 1-B, 37-52.
- [11] Kałuża M., Hulimka J., Kubica J. (2015). Effectiveness of adhesive CFRP/steel joints - doublelap static tests. BrittleMatrix Composites 11,Warsaw, 479-488.
- [12] Hulimka J., Kałuża M., (2017). Preliminary tests of steel-to-steel adhesive joints, Procedia Engineering, 172, 385-392.
- [13] KałużaM., Hulimka J (2017).Methacrylate adhesives to create CFRP laminate-steel joints - preliminary static and fatigue tests, Procedia Engineering, 172, 489-496.
- [14] SCIGRIP: An introduction to MMA structural adhesives.
- [15] 3M, Industrial Adhesives & Tapes Division: Product Selection Guide.
- [16] ASTM D638-14:2014. Standard Test Method for Tensile Properties of Plastics.
- [17] PN-EN ISO 527-1:2012. Tworzywa sztuczne - Oznaczanie właściwości mechanicznych przy statycznym rozciąganiu - Część 1: Zasady ogólne (Plastics - Determination of tensile properties - Part 1: General principles).
- [18] PN-EN ISO 527-2:2012. Tworzywa sztuczne - Oznaczanie właściwości mechanicznych przy statycznym rozciąganiu - Część 2:Warunki badań tworzyw sztucznych przeznaczonych do różnych technik formowania (Plastics - Determination of tensile properties - Part 2: Test conditions for moulding and extrusion plastics).
- [19] ITW Engineered Polymers: Technical Data Sheet - PLEXUS MA420. Ireland (2017).
- [20] Hibbitt, Karlsson & Sorensen, Inc.: ABAQUS documentation v.6.3.1, m. in: Getting Started with ABAQUS/Standard: Interactive Version; ABAQUS/Standard User’s Manual; ABAQUS/CAE User's Manual; ABAQUS Example Problems Manual; ABAQUS Theory Manual, 2002.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-a83bbbaa-d141-4e80-95f2-b3db53414f00