Collective Modes in the Microshear Ensemble as a Mechanism of the Failure Wave
Results of theoretical and experimental study of failure wave phenomena are presented. A description ofthefailure wavephenomenon wasproposed in terms ofa self-similar solutionfor the microshear density. The mechanisms offailure wave generation andpropagation were classified as a delayedfailure with...
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Інститут проблем міцності ім. Г.С. Писаренко НАН України
2008
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Цитувати: | Collective Modes in the Microshear Ensemble as a Mechanism of the Failure Wave / O. Naimark, O. Plekhov, W . Proud, S. Uvarov // Проблемы прочности. — 2008. — № 1. — С. 105-108. — Бібліогр.: 11 назв. — англ. |
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irk-123456789-484492013-08-19T19:26:27Z Collective Modes in the Microshear Ensemble as a Mechanism of the Failure Wave Naimark, O. Plekhov, O. Proud, W. Uvarov, S. Научно-технический раздел Results of theoretical and experimental study of failure wave phenomena are presented. A description ofthefailure wavephenomenon wasproposed in terms ofa self-similar solutionfor the microshear density. The mechanisms offailure wave generation andpropagation were classified as a delayedfailure with the delay time corresponding to the time ofexcitation ofself-similar blow-up collective modes in a microshear ensemble. Experimental study of the mechanism of the failure wave generation andpropagation was carried out using afused quartz rod and included the Taylor test with high-speed framing. The results obtained confirmed the "delayed” mechanism of the failure wave generation and propagation. Представлены результаты теоретических и экспериментальных исследований явления волны разрушения. Предложено описание явления волны разрушения на основе автомодельного решения для плотности микросдвигов. Механизмы возникновения и распространения волны разрушения классифицировали как замедленное разрушение, при чем время задержки соответствовало времени возбуждения автомодельных взрывных коллективных колебаний во множестве микросдвигов. Экспериментальное исследование механизма возникновения и распространения волны разрушения проводилось с использованием расплавленного кварцевого стержня и включало испытание по методу Тейлора с высокоскоростным фотографированием. Полученные результаты подтверди ли “замедленный” механизм возникновения и распространения волны разрушения. 2008 Article Collective Modes in the Microshear Ensemble as a Mechanism of the Failure Wave / O. Naimark, O. Plekhov, W . Proud, S. Uvarov // Проблемы прочности. — 2008. — № 1. — С. 105-108. — Бібліогр.: 11 назв. — англ. 0556-171X http://dspace.nbuv.gov.ua/handle/123456789/48449 539. 4 en Проблемы прочности Інститут проблем міцності ім. Г.С. Писаренко НАН України |
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Научно-технический раздел Научно-технический раздел Naimark, O. Plekhov, O. Proud, W. Uvarov, S. Collective Modes in the Microshear Ensemble as a Mechanism of the Failure Wave Проблемы прочности |
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Results of theoretical and experimental study of failure wave phenomena are presented. A description ofthefailure wavephenomenon wasproposed in terms ofa self-similar solutionfor the microshear density. The mechanisms offailure wave generation andpropagation were classified as a delayedfailure with the delay time corresponding to the time ofexcitation ofself-similar blow-up collective modes in a microshear ensemble. Experimental study of the mechanism of the failure wave generation andpropagation was carried out using afused quartz rod and included the Taylor test with high-speed framing. The results obtained confirmed the "delayed” mechanism of the failure wave generation and propagation. |
format |
Article |
author |
Naimark, O. Plekhov, O. Proud, W. Uvarov, S. |
author_facet |
Naimark, O. Plekhov, O. Proud, W. Uvarov, S. |
author_sort |
Naimark, O. |
title |
Collective Modes in the Microshear Ensemble as a Mechanism of the Failure Wave |
title_short |
Collective Modes in the Microshear Ensemble as a Mechanism of the Failure Wave |
title_full |
Collective Modes in the Microshear Ensemble as a Mechanism of the Failure Wave |
title_fullStr |
Collective Modes in the Microshear Ensemble as a Mechanism of the Failure Wave |
title_full_unstemmed |
Collective Modes in the Microshear Ensemble as a Mechanism of the Failure Wave |
title_sort |
collective modes in the microshear ensemble as a mechanism of the failure wave |
publisher |
Інститут проблем міцності ім. Г.С. Писаренко НАН України |
publishDate |
2008 |
topic_facet |
Научно-технический раздел |
url |
http://dspace.nbuv.gov.ua/handle/123456789/48449 |
citation_txt |
Collective Modes in the Microshear Ensemble as a Mechanism of the Failure Wave / O. Naimark, O. Plekhov, W . Proud, S. Uvarov // Проблемы прочности. — 2008. — № 1. — С. 105-108. — Бібліогр.: 11 назв. — англ. |
series |
Проблемы прочности |
work_keys_str_mv |
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first_indexed |
2025-07-04T08:57:44Z |
last_indexed |
2025-07-04T08:57:44Z |
_version_ |
1836706131904299008 |
fulltext |
UDC 539. 4
C o lle c t iv e M o d e s in th e M ic r o s h e a r E n s e m b le a s a M e c h a n is m o f th e F a ilu r e
W a v e
O . N a im ark , 1 O . P lek h ov ,1 W . P rou d ,2 and S. U v a ro v 1,a
1 Institute o f Continuous Media Mechanics, Russian Academy o f Sciences, Perm, Russia
2 Cambridge University, Department o f Physics, Cavendish Laboratory, Cambridge, UK
a usv@icmm.ru
Results o f theoretical and experimental study o f failure wave phenomena are presented. A
description o f the failure wave phenomenon was proposed in terms o f a self-similar solution fo r the
microshear density. The mechanisms o f failure wave generation and propagation were classified as
a delayed failure with the delay time corresponding to the time o f excitation o f self-similar blow-up
collective modes in a microshear ensemble. Experimental study o f the mechanism o f the failure
wave generation and propagation was carried out using a fused quartz rod and included the Taylor
test with high-speed framing. The results obtained confirmed the "delayed” mechanism o f the
failure wave generation and propagation.
K e y w o rd s : m esodefect evolution, failure w aves.
In trod u ction . The phenom enon o f a failure w ave in brittle materials has been the
subject o f intensive study during the last tw o decades [1 -3 ]. The term “failure w ave” was
introduced by G alin and Cherepanov [4] as the lim it case o f damage evolution, w here the
number o f m icroshears is large enough for the determ ination o f the front w ith a
characteristic group velocity. This front separates the structured material from the failed
area. Rasorenov et al. [1] were the first to observe the phenom enon o f delayed failure
behind an elastic w ave in glass. Such a w ave w as introduced b y Brar and B less in [5],
where the concept o f a fracture w ave w as d iscussed to explain the nature o f the elastic
limit. A failure w ave appeared in shocked brittle materials (glasses, ceram ics) as a
particular failure m ode in w hich they lose strength behind the propagating front. Generally,
the interest to the failure w ave phenom enon is initiated by the still open problem o f
physical interpretation o f traditionally used material characteristics such as the Hugoniot
elastic lim its, dynam ic strength, and relaxation m echanism o f elastic precursor.
Qualitative changes in silicate g lasses behind the failure w ave, e.g., an increase in
the refractive index, allow ed G ibbons and Ahrens (1971) to qualify this effect as the
structural phase transformation. T hese results stim ulated C lifton [6 ] to propose a
phenom enologica l m odel in w hich the failure front w as assum ed to be a propagating
phase boundary. A ccording to this m odel, the m echanism o f failure w ave nucleation and
propagation results from the local densification fo llow ed by shear failure around the
inhom ogeneities triggered by the shock.
U sing h igh-speed photography, Paliw al et al. [7] obtained real-tim e data on the
damage kinetics during dynam ic com pressive failure o f a transparent A lO N . The results
suggest that final failure o f the A lO N under dynam ic loading w as due to the formation o f
a damage zone w ith unstable propagation o f the critical crack.
S ta tistica l M od el. The description o f the failure w ave phenom enon w as proposed
by Naim ark et al. [8 , 9] after analyzing the damage localization dynam ics in terms o f a
self-similar solution for the microshear density. This solution describes qualitative changes
in the m icroshear density kinetics that allow s defining failure w aves as a specific (“slow
dynam ics”) collective m ode in the m icroshear ensem ble that could be excited due to the
pass o f a shock w ave. Structural parameters associated w ith typical m esodefects were
introduced as a m acroscopic tensor o f the defect density , w hich coincides w ith the
© O. N A IM A R K , O. PLEK H O V , W. PR O U D , S. U V A R O V , 2008
ISSN 0556-171X. Проблемы прочности, 2008, № 1 105
mailto:usv@icmm.ru
O. Naimark, O. Plekhov, W. Proud, and S. Uvarov
deform ation induced by defects. Taking into account the large number o f m esoscopic
defects and the influence o f thermal and structural fluctuations involved in the damage
accum ulation process, the form ulation o f a statistical problem concerning the defect
distribution function w as proposed by Naim ark [9] in terms o f the solution to the
Fokker-Plank equation in the phase space o f characteristic m esodefect variables.
The statistical description allow ed us to propose a m odel o f a solid w ith defects
based on the appropriate free energy form. A sim ple phenom enological form o f the part o f
free energy caused by defects (for the uniaxial case ) is g iven by a sixth order expansion,
w hich is similar to the G inzburg-Landau expansion in the phase transition theory [9]:
F = 1 A ( 1 - 5 /5 * ) p 2 - 1 B p 4 - 1 C (l-<5/<5c ) p 6 - D o p + X ( V l p )2 . ( 1)
2 4 6
Here the gradient term describes non-local interaction in the defect ensem ble; A , B , C,
and D are positive phenom enological material parameters, and % is the nonlocality
coefficient. The damage kinetics is determ ined by the evolution inequality
d F / dt = (d F / d p ) p + (d F / d5 )5 < 0, (2)
that leads to kinetic equations for the d efect density p and scaling parameter (5:
p = - r p (dF/ dp - d/ dxi (% dp l dxi (3)
5 = - ^ dF/ d5, (4)
where r p and are kinetic coefficients. A nalysis o f Eqs. (3) and (4) show s that the
scaling parameter 5 determ ines the reaction o f a solid to the defect growth. I f 5 < 5 c , the
evolution o f the defect ensem ble is governed by spatial-temporal structures (S 3) o f a
qualitatively new type characterized by an exp losive (“b low -up”) accum ulation o f defects
as t ^ r c in the spectrum o f spatial scales. The “blow -up” self-sim ilar solution is the
precursor o f the crack nucleation due to a specific kinetics o f damage localization,
p = g ( t ) f ( £ X £ = Xl Lc , g ( t ) = G( 1 - tj r c ) m , (5)
where r c is the so-called “peak tim e” (p at t c ), Lc is the scale o f localization,
and G > 0 and m > 0 are the parameters o f non-linearity, w hich characterise the free
energy release rate for 5 < 5 c . The function determ ines the defect density distribution in
the damage localization area. Equation (3) describes the characteristic stages o f damage
evolution. A s the stress at the shock w ave front approaches the critical value o c , the
properties o f the kinetic equation (3) change qualitatively (for p ^ p c ) and the damage
kinetics is subject to the self-sim ilar solution [Eq. (5)]. The m ethod for the solution o f this
problem w as developed by Kurdjumov [10]. It allow ed the estim ation o f £ f and the
definition o f the failure front propagation kinetics:
X f = £ ^ 0/2S - “/[2(/3- 1)]t (^ -“ + 1)/[2(/3-1)]. (6)
Equation (6 ) determ ines self-sim ilar regim es o f the failure w ave propagation, w hich
depends on the values o f the parameters /3 and o>. For instance, for the values o f the
parameters /3 ~ « + 1, a failure w ave w ill be generated as the subsequent excitation o f a
“blow -up” dam age localization area arising after the shock w ave pass w ith the delay tim e
t c .
106 ISSN 0556-171X. npo6n.eMH npounocmu, 2008, N9 1
Collective Modes in the Microshear Ensemble
N um erical sim ulation o f the damage kinetics [11] based on Eq. (6 ) for the conditions
o f the plate im pact test confirm ed the m echanism o f the failure w ave generation predicted
b y the aforem entioned self-sim ilar solution (Fig. 1).
Fig. 1. Simulation of the shock (S) and failure (F) wave propagation for the condition o f the plate
impact test. The photos correspond to different times o f the shock and failure wave propagation.
E xp erim en t. A n experim ental study o f the failure w ave generation and propagation
w as realized for the sym metric Taylor test perform ed on 25 m m -diam eter fused-quartz
rods [11]. Figure 2 show s processing o f photos obtained by a h igh-speed photography for
an experim ent w ith a flyer rod traveling at 534 m /s at impact. The flyer rod w as traveling
from the left to the right. In the first frame (0.3 i s after im pact), tw o vertical dark lines are
observed. The line on the left is the im pact surface. The line to the right is a shock w ave
that can be clearly seen propagating at a higher velocity in front o f other w aves in the
subsequent frames.
T----------------------1---------------------- 1----------------------1---------------------- 1----------------------1----------------------T
0 0.5 1 1.5 2 2.5 3 3.5 4
Time, (.is
Fig. 2. Processing of high-speed photos o f the shock and failure wave propagation. Three dark
zones correspond to the images o f the impact surface (A ), failure wave (■ ), and shock wave (♦ ) .
B ased on the measurem ents from the photographs, the first front was calculated to
slow dow n from the velocity approxim ately equal to the longitudinal w ave speed in fused
quartz (5 .96 km /s) during the initial 2.1 i s after im pact to 5 .2 ± 0 .3 m m /is after 3.9 [is.
Another front is observed in the frames labeled 1.5 and 1.8 i s after impact. B y the 2.1 i s
after impact, it becam e the failure front (marked by a square). The 1D strain state w ill
exist until the release w aves from the outer edges converge along the center o f the
specim en. Therefore, the developm ent o f failure is under the sam e conditions as those
experienced during the plate impact, including the transition to the 1D stress state.
The second front appears at the 1.2 i s (0.6 i s after the first (elastic) front passes this
point). It is interesting to note that the second front appearing at the 1.2 i s does not
advance significantly until the material behind it becom es fully com m inuted (opaque).
During this tim e the front velocity is Vfw ~ 1 5 7 km /s, w hich is c lose to that traditionally
m easured in the plate im pact test. H ow ever, the fo llow ing scenario reveals an increase in
ISSN 0556-171X. npoôëeMbi npounocmu, 2008, N 1 107
O. Naimark, O. Plekhov, W. Proud, and S. Uvarov
the failure front velocity up to Vfw ~ 4 km /s. The fact that the failure w ave front velocity
approaches the shock front ve locity supports the theoretical result concerning the failure
w ave nature as “delayed failure” w ith the lim it o f the “delay tim e” corresponding to the
“peak tim e” in the self-sim ilar solution (5). The loss o f transparency is caused by the
defect nucleation and occurs during the “blow -up” tim e after the induction tim e r i (the
tim e o f the formation o f the self-sim ilar profile o f defect distribution). Failure occurs after
the delay r d , w hich is the sum o f the induction tim e r i , and the “peak tim e” r c (the
tim e o f the “blow -up” damage kinetics). The steady-state regim e o f the failure w ave front
propagation can be associated w ith the successive activation o f the “b low -up” dissipative
structures under the condition w here r d ~ r c .
The research w as supported by the RFBR projects (Nos. 07-08-96001 and 05-01
00863).
1. S. V. Rasorenov, G. I. Kanel, V. E. Fortov, and M. M. Abasenov, High Press. Res., 6 ,
225-232 (1991).
2. N. K. Bourne, Z. Rosenberg, J. Field, and I. G. Crouch, J. Physique IV, C8 , 635 (1994).
3. G. I. Kanel, A. A. Bogach, S. V. Rasorenov, and Zhen Chen., J. Appl. Phys., 92, 5045-5052
(2002).
4. L. A. Galin and G. P. Cherepanov, Sov. Phys. Doklady, 167, 543-546 (1966).
5. N. K. Brar and S. J. Bless, High Press. Res., 10, 773 (1992).
6. R. J. Clifton, Appl. Mech. Rev., 46, 540-546 (1993).
7. B. Paliwal, K. T. Ramesh, and J. W. McCauley, J. Amer. Ceram. Soc., 89, 2128 (2006).
8. O. B. Naimark and V. V. Belayev, Phys. Combust. Explos., 25, 115 (1989).
9. O. B. Naimark, V. A. Barannikov, M. M. Davydova, et al., “Crack propagation: Dynamic
stochasticity and scaling,” Tech. Phys. Lett., 26, No. 3, 254-258 (2000).
10. S. P. Kurdjumov, in: Dissipative Structures and Chaos in Non-Linear Space, Utopia,
Singapure (1988), Vol. 1, P. 431.
11. O. B. Naimark, S. V. Uvarov, D. D. Radford, et al., in: Proc. Fifth Int. Symp. on Behavior o f
Dense Media under High Dynamic Pressures, Saint Malo, France (2003), Vol. 2, pp. 65-74.
Received 28. 06. 2007
108 ISSN 0556-171X. npo6neMbi npouHocmu, 2008, № 1
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