Hyppää sisältöön
    • Suomeksi
    • In English
Trepo
  • Suomeksi
  • In English
  • Kirjaudu
Näytä viite 
  •   Etusivu
  • Trepo
  • TUNICRIS-julkaisut
  • Näytä viite
  •   Etusivu
  • Trepo
  • TUNICRIS-julkaisut
  • Näytä viite
JavaScript is disabled for your browser. Some features of this site may not work without it.

Top Hammer Drill Simulation in Varying Rock Conditions

Peltokangas, Suvi; Launis, Sirpa; Saarela, Markus; Mattila, Jouni (2020)

 
Avaa tiedosto
Top_hammer_drill_simulation_in_varying_rock_conditions_29_6_2020.pdf (1.879Mt)
Lataukset: 



Peltokangas, Suvi
Launis, Sirpa
Saarela, Markus
Mattila, Jouni
2020

This publication is copyrighted. You may download, display and print it for Your own personal use. Commercial use is prohibited.
Näytä kaikki kuvailutiedot
Julkaisun pysyvä osoite on
https://urn.fi/URN:NBN:fi:tuni-202101181423

Kuvaus

Peer reviewed
Tiivistelmä
Rock breaking using a top hammer drill is achieved with a combination of four distinct hydraulically driven functions; percussion, feed, rotation and flushing the hole. Percussion, feed and rotation are applied to the drill string outside the drill hole. Flushing water or another flushing medium is pumped through the drill string to the bit. Controlling top hammer drill rigs in varying rock conditions is an important task, as non-optimal control can damage drilling equipment and waste energy. Damage occur especially when percussion-induced stress waves are not optimally transmitted to the rock and are thus reflected from the drill bit–rock interface to the drill. Therefore, to design an adaptive control system to manage drilling in all rock conditions, it is meaningful to develop a simulator that can produce data comparable to real-life drilling. This paper presents a rock drill simulator designed in MATLAB/Simulink environment. The rock drill model has hydraulic feed and rotation circuits, and drill string is modeled as a finite element beam having three degrees of freedom per node and two nodes per element. A total of 90 elements were used for the drill string modeling. The simulation also includes a rock model that can be modified to emulate varying rock conditions. By modifying the parameters of the rock model and boundary conditions, penetration rate changes and the simulated strain from the drill string varies.
Kokoelmat
  • TUNICRIS-julkaisut [24153]
Kalevantie 5
PL 617
33014 Tampereen yliopisto
oa[@]tuni.fi | Tietosuoja | Saavutettavuusseloste
 

 

Selaa kokoelmaa

TekijätNimekkeetTiedekunta (2019 -)Tiedekunta (- 2018)Tutkinto-ohjelmat ja opintosuunnatAvainsanatJulkaisuajatKokoelmat

Omat tiedot

Kirjaudu sisäänRekisteröidy
Kalevantie 5
PL 617
33014 Tampereen yliopisto
oa[@]tuni.fi | Tietosuoja | Saavutettavuusseloste