Asset Details
MbrlCatalogueTitleDetail
Do you wish to reserve the book?
Integrating RFPA and DEM in Adaptive RDFA Modeling of Rock Fracturing Process
by
Zhao, Tao
, Tang, Chun’an
, Gong, Bin
, Zhou, Gordon G. D.
, Thusyanthan, Indrasenan
in
Civil Engineering
/ Continuum mechanics
/ Crack initiation
/ Crack tips
/ Cracking (fracturing)
/ Cracks
/ Damage localization
/ Discrete element method
/ Earth and Environmental Science
/ Earth Sciences
/ Evolution
/ Exact solutions
/ Failure modes
/ Fracture mechanics
/ Geophysics/Geodesy
/ Heterogeneity
/ Inclination angle
/ Original Paper
/ Rock
/ Rock masses
/ Rocks
/ Thickness
2025
Hey, we have placed the reservation for you!
By the way, why not check out events that you can attend while you pick your title.
You are currently in the queue to collect this book. You will be notified once it is your turn to collect the book.
Oops! Something went wrong.
Looks like we were not able to place the reservation. Kindly try again later.
Are you sure you want to remove the book from the shelf?
Integrating RFPA and DEM in Adaptive RDFA Modeling of Rock Fracturing Process
by
Zhao, Tao
, Tang, Chun’an
, Gong, Bin
, Zhou, Gordon G. D.
, Thusyanthan, Indrasenan
in
Civil Engineering
/ Continuum mechanics
/ Crack initiation
/ Crack tips
/ Cracking (fracturing)
/ Cracks
/ Damage localization
/ Discrete element method
/ Earth and Environmental Science
/ Earth Sciences
/ Evolution
/ Exact solutions
/ Failure modes
/ Fracture mechanics
/ Geophysics/Geodesy
/ Heterogeneity
/ Inclination angle
/ Original Paper
/ Rock
/ Rock masses
/ Rocks
/ Thickness
2025
Oops! Something went wrong.
While trying to remove the title from your shelf something went wrong :( Kindly try again later!
Do you wish to request the book?
Integrating RFPA and DEM in Adaptive RDFA Modeling of Rock Fracturing Process
by
Zhao, Tao
, Tang, Chun’an
, Gong, Bin
, Zhou, Gordon G. D.
, Thusyanthan, Indrasenan
in
Civil Engineering
/ Continuum mechanics
/ Crack initiation
/ Crack tips
/ Cracking (fracturing)
/ Cracks
/ Damage localization
/ Discrete element method
/ Earth and Environmental Science
/ Earth Sciences
/ Evolution
/ Exact solutions
/ Failure modes
/ Fracture mechanics
/ Geophysics/Geodesy
/ Heterogeneity
/ Inclination angle
/ Original Paper
/ Rock
/ Rock masses
/ Rocks
/ Thickness
2025
Please be aware that the book you have requested cannot be checked out. If you would like to checkout this book, you can reserve another copy
We have requested the book for you!
Your request is successful and it will be processed during the Library working hours. Please check the status of your request in My Requests.
Oops! Something went wrong.
Looks like we were not able to place your request. Kindly try again later.
Integrating RFPA and DEM in Adaptive RDFA Modeling of Rock Fracturing Process
Journal Article
Integrating RFPA and DEM in Adaptive RDFA Modeling of Rock Fracturing Process
2025
Request Book From Autostore
and Choose the Collection Method
Overview
This paper proposes a hybrid rock discrete fracture analysis (RDFA) method that combines the rock failure process analysis (RFPA) method and discrete element method. Based on the continuum mechanics, statistical damage mechanics, and contact theory, RDFA offers a comprehensive framework to simulate the continuous–discontinuous behaviors encompassing fracture and fragmentation within rocks. Through the newly developed nodal updating scheme, RDFA enables adaptive node adjustments at critical crack tips once the strength criteria is met, effectively capturing the initiation and propagation of zero-thickness cracks. Notably, RDFA accommodates the heterogeneity of rock masses, allowing for the synchronized consideration of localized damage and fine-crack evolution. RDFA was calibrated by modelling the Brazilian splitting tests on rock, aligning closely with the analytical solutions. Subsequently, the rock specimens containing single or double flaws were uniaxially compressed. The results showed that when the flaw inclination angle
α
increased from 0° to 60°, the distance between the initiation position of cracks and the flaw tip decreased exponentially; the crack initiation stress first decreased and then increased with the growth of
α
, and when
α
= 30°, it reached the minimum value of 15.2 MPa. RDFA can effectively replicate rock fracturing processes, failure modes, and critical strengths across diverse inclinations.
Highlights
The rock discrete fracture analysis method was proposed by combining the rock failure process analysis method and discrete element method.
It enables adaptive node adjustments at the critical crack tips using the newly developed nodal updating scheme.
It can effectively capture the initiation and propagation of zero-thickness cracks.
It accommodates the heterogeneity of rock masses, allowing for the synchronized consideration of localized damage and fine-crack evolution.
Publisher
Springer Vienna,Springer Nature B.V
Subject
This website uses cookies to ensure you get the best experience on our website.