Nowa wersja platformy, zawierająca wyłącznie zasoby pełnotekstowe, jest już dostępna.
Przejdź na https://bibliotekanauki.pl

PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
2021 | Vol. 21, no. 4 | 363--378
Tytuł artykułu

Empirical Analysis of the Impact Strength of Textile Knitted Barrier Meshes

Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The assumptions of instrumental methodology for measuring dynamic loads of knitted barrier meshes were defined. A test stand was built, original in terms of both mechanical construction and electronic measuring system, connected to a computer data analysis system. Maximum values of dynamic forces in the mesh fastening strings were determined. The correctness of the strain gauges construction and measurement data transmission systems was confirmed. Tests of multidirectional resistance to dynamic loads in the mesh fastening strings were carried out. The experiment involved dropping a ball with a mass of 5 kg and a diameter of 10 cm, from a height of 1 m and 2 m onto the mesh surface. The potential impact energy equaled Ep1 = 49.05 J and Ep2 = 98.1 J. The tests showed that the highest force values were observed for meshes with square-shaped a-jour structure, and for mesh with diamond-shaped a-jour geometry the force values were lower. A symmetrical forces distribution was observed in all the strings. The highest forces were recorded in the middle strings and the lowest in the outer ones. The conducted tests confirmed the correctness of the adopted constructional solutions of test stand for identification of dynamic stress distribution in mesh fastening strings. The developed method is a useful verification tool for numerical analysis of mechanical properties of barrier meshes.
Wydawca

Rocznik
Strony
363--378
Opis fizyczny
Bibliogr. 31 poz.
Twórcy
  • Lodz University of Technology, Faculty of Material Technologies and Textile Design, Department of Knitting Technology and Textile Machines, Lodz, Poland, tel.: +48 42 631 33 31,, zbigniew.mikolajczyk@p.lodz.pl
  • Department of Functional Materials, Łukasiewicz Research Network – Institute of Leather Industry, Lodz, Poland, tel.: +48 42 25 36 119, b.szalek@ips.lodz.pl
  • Lodz University of Technology, Faculty of Material Technologies and Textile Design, Department of Knitting Technology and Textile Machines, Lodz, Poland, tel.: +48 42 631 33 31,
Bibliografia
  • [1] Pytlik, A. (2013). Study based on “box test” of static load-capacity of mining grids applied in the standing support and roof bolting Przegląd Górniczy. (in polish).
  • [2] Pytlik, A. (2013). Comparative study of load capacity of spray coatings and mesh linings by “box test” Mining natural hazards 2013, Prevention of natural hazards. Collective work edited by Józef Kabiesza. Główny Instytut Górnictwa. Katowice. s. 348–394. (in polish).
  • [3] Skarbøvig, N. M., Lamos, A. W., Lamos, R. A. (2011). Mine safety net development and applications. The Journal of The Southern African Institute of Mining and Metallurgy, 111.
  • [4] Rotkegel, M. (2014). The impact of the method of installing mesh linings on their work. Przegląd Górniczy, 3. (in polish).
  • [5] Pytlik, A. (2013). Research on shotcrete and thin-walled spray membranes using the box test method. Przegląd Górniczy, 12. (in polish).
  • [6] Morel, J. C., Gourc, J. P. (1997). Mechanical behavior of sand reinforced with mesh elements. Geosynthetics International, 4(5), 481–508
  • [7] Bui, H. H., Fukagawa, R., Sako, K., Ohno, S. (2008). Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic–plastic soil constitutive model. International Journal for Numerical and Analytical Methods in Geomechanice.
  • [8] Ranga Raj, R., Velmurugan, R., Dinesh, C., Balaji, S. (2015). Experimental test of stainless steel wire mesh and aluminium alloy with glass fiber reinforcement hybrid composite. Journal of Engineering Research and Applications, 5(5, Part-6), 80–88.
  • [9] Morton, E., Villaescusa, E. (2008). Static and dynamic testing of steel wire mesh for mining applications of rock surface support. In: Conference: 6th International Symposium On Ground Support in Mining and Civil Engineering Construction, Cape Town, South Africa.
  • [10] Morton, E., Villaescusa, E. (2007). Testing and analysis of steel wire mesh for mining application of rock surface support. Conference: ISRM Congress, Lisbon.
  • [11] Morton, E., Villaescusa, E. (2016). Dynamic Testing of Combined Rock Bolt and Mesh Schemes. Conference: Seventh International Conference & Exhibition on Mass Mining, Sydney.
  • [12] Brändle, R., Rorem, E. A., Fischer, G. (2017). Full-scale dynamic tests of a ground support system using high-tensile strength chain-link mesh in El Teniente mine, Chile, Engineering.
  • [13] Catalogue GEOBURGG BRUGG – 100 kJ: TXI-010 rockfall protection barrier: Because even small events can have devastating effects.
  • [14] Pytlik, A., Lankocz, T., Cieślik, J., Pelc, R. (2016). Comparative study of steel and composite mining meshes. Przegląd Górniczy (in polish).
  • [15] Player, J. R., Morton, E. C., Thompson, A. G., Villaescusa, E. (2008). Static and dynamic testing of steel wire mesh for mining applications of rock surface support. In: 6th International Symposium on Ground Support in Mining and Civil Engineering Construction.
  • [16] Balasingam, M., Shanzhi, S., Navaratnarajah, S., Hattamleh, O. A., Badger, T. C., Lowell, S. M., Duffy, J. D. (2005). Analysis and Design of Wire Mesh/Cable Net Slope Protection, Design Guidelines for Wire Mesh/Cable Net Slope Protection, (WA-RD 612.2).
  • [17] Catalogue GEOBURGG BRUGG- The GBE barrier series: protection against impact energies from 100–8,000 kJ.
  • [18] Catalogue GEOBURGG BRUGG- 250-5000kJ: RXI and AXI rockfall barriers stop rocks that would even overwhelm concrete galleries.
  • [19] Mrozik, M., Sierant, J. (2009). Nailed escarpments on modernized roads S1, S7 and DK 69 Nowoczesne Budownictwo Inżynieryjne September – October 2009r. (in polish).
  • [20] Geobrugg Partner in Poland: GBE barriers made of high tensile wire - Economical solution fully protecting against rock chippings. Nowoczesne Budownictwo Inżynieryjne January–February 2016r. (in polish).
  • [21] Catalogue SNA 2017r.: Safety Nets Australia.
  • [22] McCann, P. (2011). Evaluation of safety nets by experiment. Health and Safety Laboratory for the Health and Safety Executive.
  • [23] Huck safety net catalog - safety netting and bridge platforms.
  • [24] Agreement for safety in the construction industry: Collective work: safety nets. Standard BHP 18.2.
  • [25] Escárpita, D. A. A., Elizalde, H., Cárdenas, D., Ramirez-Mendoza, R. A. (2012). Biaxial tensile strength characterization of textile composite materials. In: Composites and their properties, Chapter 5.
  • [26] Bridgens, B., Umaña, G., Lin, P. (2012). Inter-laboratory comparison of biaxial tests for architectural textiles. Journal of the Textile Institute.
  • [27] Catalogue 2018\19- Accurate Safety- Safety nets.
  • [28] Szałek, B., Mikołajczyk, Z., Pieklak, K., Michalak, A. (2017). Assumptions of empirical verification process of strength model of knitted barrier meshes. In: XVIII Scientific Conference of the Faculty of Material Technologies and Textile Design.
  • [29] Advantech company product card. Web site: www.advantech.com/products [Accessed 05.04.2019].
  • [30] Bridgens, B., Gosling, P., Jou, G.-T. (2015). Inter-laboratory comparison of biaxial tests for architectural textiles.
  • [31] Web site: http://www.tenmex.pl/ [Accessed 05.04.2019.].
Uwagi
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
Identyfikatory
Identyfikator YADDA
bwmeta1.element.baztech-e2fe9a7a-68e1-4adc-a002-3ec8aebe3d9b
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.