This document summarizes an alternative test methodology being developed at the U.S. Army Materials Technology Laboratory to rank the ballistic performance of ceramic armor materials. The method involves firing a tungsten long rod at constant velocity through laterally confined ceramic samples of varying thickness and into a semi-infinite steel plate. The depth of residual penetration (DOP) into the steel plate is used to construct a ballistic performance map for each ceramic material across a range of areal densities. This allows direct comparison of different ceramic materials and eliminates variables from armor design and backplate composition. Preliminary results using this method agree with conventional ranking methods and provide a more standardized evaluation for acceptance testing and analysis of factors influencing ballistic performance.
An investigation into non destructive testing techniques a specific case s...eSAT Journals
Abstract This paper investigate applications of ultrasonic phased array technique over magnetic particle inspection, gamma rays radiographic and conventional ultrasonic testing applied during manufacturing of Low Pressure Heater (LPH) at a company X located in India. The existing non destructive testing techniques that are being used for detection of defects are compared with the alternative techniques. Most of the non destructive testing techniques are surely cost effective but time consuming this makes the overall stay time, production time and overall cost indulged in process high. By applying ultrasonic phased array technique the maintenance scheduling and incurred cost of maintenance and also the overall operational cost can be reduced remarkably. Keywords: Non destructive testing, maintenance, ultrasonic phased array, radiography.
Comparative Analysis of Destructive and Non-Destructive Testing Method of Con...ijtsrd
This work presents a study on the comparison between Destructive Compressive test and Non destructive testing techniques Schmidt Rebound Hammer . Tests moisture content, Sieve analysis, particle density for aggregate and cement paste, bulk density, standard consistency of cement, slump test were performed on both the aggregate and cement to compare their accuracy of both methods and test the quality of the material to be used for concrete casting and estimating the strength of concrete. Seventy samples cubes of 150 x 150 x 150mm were prepared using mix designs of 1 2 4 with a constant w c ratio of 0.45 and were tested at 7, 14, 21 and 28 days respectively. From the results, the rebound number increased from an average of 12 for 7days to an average rebound number of 17.7 for 28days which is similar to the increment in compressive strength from an average of 24.3 for 7days to an average of 32 for 28days which show that the increment in the strength is uniform but 5 difference in value obtained. The slump test was between 62 78mm. From the results of the analysis, it was observed that the strength obtained from destructive process conformed to targeted mix value, whereas that of the Rebound hammer was below these values. Statistical analysis of the results obtained showed that 5 difference exists between the results obtained from the two methods. Hence, there was no significant difference between the means of the two methods for both mixes at a 0.05 level of significance. Non destructive Testing is observed to be more economical as it required no electricity and can also be used directly in the field. Onyeka, F. C | Mama, B. O "Comparative Analysis of Destructive and Non-Destructive Testing Method of Concrete Strength using Compressive and Rebound Harmmer Testing Method" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-1 , December 2019, URL: https://www.ijtsrd.com/papers/ijtsrd29389.pdfPaper URL: https://www.ijtsrd.com/engineering/civil-engineering/29389/comparative-analysis-of-destructive-and-non-destructive-testing-method-of-concrete-strength-using-compressive-and-rebound-harmmer-testing-method/onyeka-f-c
International Journal of Computational Engineering Research (IJCER) is dedicated to protecting personal information and will make every reasonable effort to handle collected information appropriately. All information collected, as well as related requests, will be handled as carefully and efficiently as possible in accordance with IJCER standards for integrity and objectivity
Construction Diagnostic Centre Pvt Ltd - Company profilecdcpune
CDCPL offers following services
1) Structural Audit & Certification
2) Non Destructive Testing
3) Construction Material Laboratory Testing
4) Repair & Rehabilitation Consultancy
5) Concrete Quality Control and Audit
An investigation into non destructive testing techniques a specific case s...eSAT Journals
Abstract This paper investigate applications of ultrasonic phased array technique over magnetic particle inspection, gamma rays radiographic and conventional ultrasonic testing applied during manufacturing of Low Pressure Heater (LPH) at a company X located in India. The existing non destructive testing techniques that are being used for detection of defects are compared with the alternative techniques. Most of the non destructive testing techniques are surely cost effective but time consuming this makes the overall stay time, production time and overall cost indulged in process high. By applying ultrasonic phased array technique the maintenance scheduling and incurred cost of maintenance and also the overall operational cost can be reduced remarkably. Keywords: Non destructive testing, maintenance, ultrasonic phased array, radiography.
Comparative Analysis of Destructive and Non-Destructive Testing Method of Con...ijtsrd
This work presents a study on the comparison between Destructive Compressive test and Non destructive testing techniques Schmidt Rebound Hammer . Tests moisture content, Sieve analysis, particle density for aggregate and cement paste, bulk density, standard consistency of cement, slump test were performed on both the aggregate and cement to compare their accuracy of both methods and test the quality of the material to be used for concrete casting and estimating the strength of concrete. Seventy samples cubes of 150 x 150 x 150mm were prepared using mix designs of 1 2 4 with a constant w c ratio of 0.45 and were tested at 7, 14, 21 and 28 days respectively. From the results, the rebound number increased from an average of 12 for 7days to an average rebound number of 17.7 for 28days which is similar to the increment in compressive strength from an average of 24.3 for 7days to an average of 32 for 28days which show that the increment in the strength is uniform but 5 difference in value obtained. The slump test was between 62 78mm. From the results of the analysis, it was observed that the strength obtained from destructive process conformed to targeted mix value, whereas that of the Rebound hammer was below these values. Statistical analysis of the results obtained showed that 5 difference exists between the results obtained from the two methods. Hence, there was no significant difference between the means of the two methods for both mixes at a 0.05 level of significance. Non destructive Testing is observed to be more economical as it required no electricity and can also be used directly in the field. Onyeka, F. C | Mama, B. O "Comparative Analysis of Destructive and Non-Destructive Testing Method of Concrete Strength using Compressive and Rebound Harmmer Testing Method" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-1 , December 2019, URL: https://www.ijtsrd.com/papers/ijtsrd29389.pdfPaper URL: https://www.ijtsrd.com/engineering/civil-engineering/29389/comparative-analysis-of-destructive-and-non-destructive-testing-method-of-concrete-strength-using-compressive-and-rebound-harmmer-testing-method/onyeka-f-c
International Journal of Computational Engineering Research (IJCER) is dedicated to protecting personal information and will make every reasonable effort to handle collected information appropriately. All information collected, as well as related requests, will be handled as carefully and efficiently as possible in accordance with IJCER standards for integrity and objectivity
Construction Diagnostic Centre Pvt Ltd - Company profilecdcpune
CDCPL offers following services
1) Structural Audit & Certification
2) Non Destructive Testing
3) Construction Material Laboratory Testing
4) Repair & Rehabilitation Consultancy
5) Concrete Quality Control and Audit
International Journal of Computational Engineering Research (IJCER) is dedicated to protecting personal information and will make every reasonable effort to handle collected information appropriately. All information collected, as well as related requests, will be handled as carefully and efficiently as possible in accordance with IJCER standards for integrity and objectivity
LITERATURE REVIEW ON FRACTURE TOUGHNESS AND IMPACT TOUGHNESSijiert bestjournal
The present paper gives a technical revi ew of fracture toughness,and impact toughness for metallic materials in terms of the linear elastic fracture mechanics. This includes the early investigations and recent advances of fracture toughness test methods and practices developed by various agencies and societies. The review describes the most important fracture mechanics parameters:such as the elastic energy release rate G,the stress intensity factor K,the J - integral,the crack - tip opening displacement (CTOD) and the crack - tip opening angle (CTOA) from the basic concept,definition,to,tes t methods. Attention is paid to guidelines on how to choose an appropriate fracture parameter to characterize fracture toughness for the material of interest,and how to measure the fracture toughness value defined either at a critical point or in a resist ance curve format using laboratory specimens. The effects of loading rate,temperature and crack - tip constraint on fracture toughness as well as fracture instability analysis are also reviewed.
Soundness & feasibility of additional floor on existing rc building with ...eSAT Journals
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The Comparison of Properties of Tinplates during Uniaxial and Biaxial Stresstheijes
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International Journal of Computational Engineering Research (IJCER) is dedicated to protecting personal information and will make every reasonable effort to handle collected information appropriately. All information collected, as well as related requests, will be handled as carefully and efficiently as possible in accordance with IJCER standards for integrity and objectivity
LITERATURE REVIEW ON FRACTURE TOUGHNESS AND IMPACT TOUGHNESSijiert bestjournal
The present paper gives a technical revi ew of fracture toughness,and impact toughness for metallic materials in terms of the linear elastic fracture mechanics. This includes the early investigations and recent advances of fracture toughness test methods and practices developed by various agencies and societies. The review describes the most important fracture mechanics parameters:such as the elastic energy release rate G,the stress intensity factor K,the J - integral,the crack - tip opening displacement (CTOD) and the crack - tip opening angle (CTOA) from the basic concept,definition,to,tes t methods. Attention is paid to guidelines on how to choose an appropriate fracture parameter to characterize fracture toughness for the material of interest,and how to measure the fracture toughness value defined either at a critical point or in a resist ance curve format using laboratory specimens. The effects of loading rate,temperature and crack - tip constraint on fracture toughness as well as fracture instability analysis are also reviewed.
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Abstract Many RC structures are influenced by different adverse conditions, where the serviceability and structural capacity may be decreased. Some structural disorders may be observed due to inadequacy of reinforcement provided, strength of concrete or the difference in grade of concrete used during construction. This requires the application of strengthening measures. Hence the structure is thoroughly investigated for quality, strength of concrete and other design aspects. A major part of the investigation also involves the feasibility of one additional floor over the existing RC structure where the deficiency of reinforcement is analyzed for the proposed additional load. The appropriate strengthening measures for the deficient RC members are presented based on the analysis of the structure and also considering the different site constraints. Keywords - RC structure, structural disorder, feasibility, strengthening measures
The Comparison of Properties of Tinplates during Uniaxial and Biaxial Stresstheijes
The majority of thin steel sheets is used to make of food covers, cans, capsules and other products, which are produced by metal forming. Concerning considerable changes in production of tinplates and still higher requests on their properties there is requirement to use such methods on their evaluation, which are able to determine especially mechanical and plastic properties of sheets quickly and with the low costs. Following of present know-how there were developed new testing methods, which correspond more to steel sheets stress during technological treatment (concerning their stress-strain state). In the contribution we deal with the comparison of properties of tinplates during uniaxial tensile test and biaxial tensile test.
Studies on Strength Evaluation of Fiber Reinforced Plastic CompositesIJERA Editor
Fiber Reinforced Polymer (FRP) composites are extensively used for primary structural components such as wing, empennage and fuselage; and sub-structures such as wing ribs and intermediate spars in new generation aircraft as they give rise to high stiffness and strength to weight ratio. The failure load predictions of such composites are extremely important in order to ascertain the flight safety during its service periods. The stress analysis is a part of failure prediction process, since the failure criterion, in order to predict failure load, requires information about stresses and strains in a structure. In the present investigation, the stress analyses of CFRP composite laminates with and without cut-outs have been carried out by using both analytical and finite element approaches. In analytical approach, a mat lab code has been developed for a flat panel using Classical Laminated Plate Theory (CLPT) and different composite failure theories. MSC.NASTRAN finite element analysis code is used for carrying out finite element analysis. Convergence study has been carried out for the flat composite panel in order to ascertain the best mesh size. Comparison of stress and strain values obtained from both analytical and finite element methods shows that they are in good agreement for flat panel. This further validates the best mesh sizes obtained from the convergence study. This similar mesh sizes are further considered for flat panel with circular and elliptical cut-outs with some mesh refinements around the cut-out regions. Failure load of the flat composite laminate (without cut-out) is determined using four different failure criteria such as maximum stress, maximum strain, Tsai-Hill and Tsai-Wu criteria. The predicted values are compared with experimental results. It is found that the most appropriate theory is Tsai-Wu failure criterion, since the predicted value based on this theory is very closure to experimental failure loads. This theory is used further for predicting the failure loads of composite laminates with cut-outs. The average value of stresses in each lamina has been used for determining the failure indices of the lamina for such cases. The results are compared with experimental failure loads available in the literature. The comparison shows that they are in very good agreement. Tsai-Wu failure criterion best predicts the failure load of a composite laminate with and without cut-outs.
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conditions of Lineal Elastic Fracture Mechanics (LEFM). The characterization of the mechanical properties in
tensile and fracture toughness of structural steel pipes API-5L used in hydrocarbons transportation was
performed. For fracture toughness, the material was tested through fatigue crack propagation on standardized
compact specimen (CT) according to ASTM E-399 norm. A thickness (B) equal to and a crack size (a) equal
to 0.5w were used. With the porpoise of establishing the adequate conditions at the crack tip, the specimens were
subjected to fatigue pre-cracking by application of repeated cycles of load in tensile-tensile and constant load
amplitude with a load ratio of R = 0.1. The experimental Compliance method was used based on data obtained
from load vs. Crack Mouth Opening Displacement (CMOD). The results show a Stress Intensity factor of 35.88
MPa√m for a 25 mm crack size specimen. The device used for testing is a MTS-810 machine with capacity of
100KN and 6 kHz sampling rate, which meets the conditions of the ASTM E-399 standard. The cracking
susceptibility of steel is influenced by the size, morphology and distribution of non-metallic inclusions,
thermochemical interaction with the environment and microstructure.
International Journal of Computational Engineering Research(IJCER)ijceronline
International Journal of Computational Engineering Research(IJCER) is an intentional online Journal in English monthly publishing journal. This Journal publish original research work that contributes significantly to further the scientific knowledge in engineering and Technology.
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IOSR Journal of Applied Physics (IOSR-JAP) is a double blind peer reviewed International Journal that provides rapid publication (within a month) of articles in all areas of physics and its applications. The journal welcomes publications of high quality papers on theoretical developments and practical applications in applied physics. Original research papers, state-of-the-art reviews, and high quality technical notes are invited for publications.
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International Journal of Modern Engineering Research (IJMER) is Peer reviewed, online Journal. It serves as an international archival forum of scholarly research related to engineering and science education.
Experimental Study of the Fatigue Strength of Glass fiber epoxy and Chapstan ...
Ada210587
1. MTL TR 89-43 AD
ALTERNATIVE TEST METHODOLOGY
FOR BALLISTIC PERFORMANCE
o RANKING OF ARMOR CERAMICS
PATRICK WOOLSEY and DAVID KOKIDKO
I( MATERIALS DYNAMIC BRANCH
I
STEPHEN A. MARIANO
S MATERIALS PRODUCIBILITY BRANCH
DTIC
April 1989 AUG 011989 M
Approved for public release; distribution unlimited.
US ARMY
LABORATORY COMMAND U.S. ARMY MATERIALS TECHNOLOGY LABORATORY
uAimuS TEMCLOGY uuuToX Watertown, Massachusetts 02172-0001
%. 1A1i
3. UNCLASSIFIED
SECURITY CLASSIFICATION OF THIS PAGE (Who. Data En d)
REPORT DOCUMENTATION PAGE READ INSTRUCTIONS
BEFORE COMPLETING FORM
1. REPORT NUMBER 12. GOVT ACCESSION NO. 3. RECIPIENTS CATALOG NUMBER
MTL TR 89-43
4. TITLE (and Sdd) 5. TYPE OF REPORT & PERIOD COVERED
Final Report
ALTERNATIVE TEST METHODOLOGY FOR BALLISTIC
PERFORMANCE RANKING OF ARMOR CERAMICS . RFORMING ORG. REPORT NUMBER
7. AUTHOR(s) S. CONTRACT OR GRANT NUMBER(s)
Patrick Woolsey, Stephen A. Mariano, and David Kokidko
9. PERFORMING ORGANIZATION NAME AND ADORESS 10. PROGRAM ELEMENT, PROJECT, TASK
AREA & WOR UNrT NUMBERS
U.S. Army Materials Technology Laboratory D
Watertown, Massachusetts 02172-0001 D/A Project: 1L162105.H84
SLCMT-MRD AMCMS Code: 612105.184 0011
11 CONTROLLING OFFICE NAME AND ADDRESS 12. REPORT DATE
U.S. Army Laboratory Command May 1989
2800 Powder Mill Road 13. NUMBER OF PAGES
Adelphi, Maryland 20783-1145 17
14. MONITORING AGENCY NAME & ADDRESS (if &ffmntfimConmtwng Of)1ce) 15. SECURITY CLASS. (ofthdispo.)
Unclassified
1&n. DECLASSIFICATION/DOWNGRADING
SCHEDULE
16. DISTRIBUTION STATEMENT (qtfd,, Rgpom)
Approved for public release; distribution unlimited.
17. DISTRIBUTION STATEMENT (ofde abwoucsentemedin Block 20, if different fra Repom)
18.SUPPLEMENTARY NOTES
Presented at the Fifth Annual TACOM Armor Coordinating Conference (Proceedings), Naval Post
Graduate School, Monterey, CA, 7 March 1989.
19. KEY WORDS (Cninue on mrw side f ncenuaqy and identify by block number)
Ceramics
Ballistic testing
Armor materials
20. ABSTRACT (Conainue on ,eense side if neceary and identify byblock number)
(SEE REVERSE SIDE)
'FOR 1 EDION OF I NOV65 ISOBSOLETE
DD S RJAN73 1473CSICA HSE D
SECURITY CLASSIFICATION OF THIS PAGE (When Data Enternd)
4. UNCLASSIFIED
SECURITY CLASSIFICATION OF THIS PAGE I Wh- Data Em-d)
Block No. 20
ABSTRACT
A laboratory test method for ranking the ballistic performance of ceramic materials
is under development at the U.S. Army Materials Technology Laboratory (MTL) 'by the
Ballistic Impact Behavior Group and Armor Systems Team. Rankings are based on
residual penetration of a tungsten long rod fired at constant velocity through a laterally
confined ceramic into a semi-infinite steel backup. By varying the thickness or areal
density of ceramic from zero to a value producing no residual penetration, a ballistic
performance map for the ceramic is generated. Different materials can be compared on
the basis of residual penetration observed for a given areal density.
Ceramics tested to date include aluminum oxide in 90% and high purity forms,
titanium diboride, silicon carbide, and boron carbide. Performance rankings observed for
these materials are in agreement with the rankings yielded by conventional V50 protec-
tion ballistic limit (PBL) test methods.
This test method requires fewer shots than V50 tests, has sensitivity comparable to
present test methods, and avoids the fundamental problem of V50 dependence on armor
design. As a consequence, it should prove to be valuable for acceptance testing of pro-
duction materials, comparison testing to rank the performance of new materials, and for
parametric analysis of ballistic performance variations resulting from material properties,
cell size, confinement, and similar factors.
UNCLASSIFIED
SECURITY CLASSIFICATION OF THIS PAGE (WhenData E'w,I)
6. INTRODUCTION
Contemporary interest in ceramic materials as components of armor systems intended to
defeat KE penetrators had its beginnings in the early sixties. The emergence of titanium
diboride, silicon carbide, boron carbide, and various grades of aluminum oxide has provided
the military community with relatively high efficiency armor options. The trade of lower cost
for lower performance has become less attractive due to the decrease in ceramic material
costs, and the increased penetration and lethality of current anti-armor munitions. As a
result of this increased interest in ceramic armors, the need for a test to provide adequate
evaluation and qualification of these materials becomes imperative.
To date, there has not been a totally satisfactory ballistic test to compare the perform-
ance of various types of ceramics or to assess the relative quality of any manufacturer's mater-
ial. During the late seventies, and throughout the eighties, a large data base of terminal
ballistic data emerged from the AMC/DARPA Armor Anti-Armor Program and subsequent
Ceramic Composite Armor (CCA) Programs. Under these two programs, ballistic limits were,
for the most part, generated for various ceramic armor materials in quarter-scale testing with
a long rod penetrator (tungsten or depleted uranium). A majority of this work was per-
formed at MTL, BRL, and the DoE laboratories.
Despite this extensive data base, limitations exist in comparing and interpreting the
ballistic results. Although there were slight variations in the armor test configuration, the
majority of data are based on an arbitrary "1-4-3" system. This system used a component
thickness ratio of 1:4:3, with the most common configuration having a 0.25-inch-thick steel
cover plate, a 1.0-inch-thick ceramic component, and a 0.75-inch-thick steel rear plate. It is
readily apparent that a problem arises in comparing and interpreting ballistic data based on
material thickness rather than areal density. Different armor ceramics have different areal
densities for 1.0-inch-thick material (ranging from 13 pounds per square foot (psf) for B4 C to
23 psf for TiB2); therefore, within the "1-4-3" system, various weight percentages of ceramics
occur. Most of the armor systems tested had low ceramic weight percentages in the range of
24% to 36%. Recent studies versus similar threats indicate, however, that the optimum
weight percentage of ceramic for ideal armor performance is 50% or greater. The testing con-
ducted under this program did not evaluate the armor ceramics at optimum percentages; thus,
low efficiencies would be expected. The problem of testing under conditions of variable cera-
mic areal density and differing weight percentages is compounded by use of different rear com-
ponent materials. Data are available for various targets fabricated with rear plate materials
including MIL-A-12560 Rolled Homogeneous Armor, MIL-A-46100 High-HardnessArmor, elec-
troslag remelted 4340 steel, and Ti-6AI-4V. The areal densities and mechanical properties of
these materials vary, further complicating comparisons. Finally, variations in test setup result-
ing from variations in confinement methods used at the different test facilities create difficul-
ties in comparing the ballistic performance of different armor ceramics.
A better method for evaluating or ranking the ceramic material performance is to elimi-
nate the effects of ceramic percentage, areal density, and test setup. This report presents an
alternative test method which avoids the problems associated with the previous "1-4-3" system.
This test methodology will construct a performance map for a range of ceramic areal
densities and allow comparison of materials to be conducted across this range. The method
eliminates backplate component effects by using a very thick RHA plate of standard hardness
(HRC 22.7 to 28.7) to approximate a semi-infinite backup for evaluation of the ceramic
7. component. Performance is determined by the depth of residual penetration into the plate by
a long rod penetrator after it has passed through the ceramic target. For convenience, this
residual penetration value is referred to as "DOP." In addition, this method uses a standard
test configuration with maximum simplicity, thus eliminating any effects on the ballistic per-
formance from the test setup.
With performance maps and a standardized test configuration in hand, an acceptance test
for ceramic materials can be established. Such a test, which is similar to the ballistic tests
conducted for military specification steels and aluminums, would be valuable in establishing
military specifications for armor ceramics. The advent of standard military specifications could
further reduce the cost of ceramic armor materials, and make high efficiency ceramic armor
systems more attractive. This method and target assembly technique also provides a means to
easily perform parametric analysis of the effects on ballistic performance resulting from differ-
ing material properties, and other factors such as cell size, confinement, and penetrator
configuration.
EXPERIMENTAL PROCEDURES
The target configuration used for these tests is illustrated in Figure 1. The target con-
sists of a 6" x 6" ceramic tile of a given thickness laterally confined in a steel frame with a
0.75-inch web and a depth equal to or greater than the tile thickness. Ceramic tile
thicknesses used for these tests ranged from 0.25 to 2.00 inches. No cover plate was
employed. An epoxy resin was used to retain the tile in the frame, in addition to being
spread in a thin layer (approximately 0.020 in.) behind the tile to accommodate any slight sur-
face irregularities. A 0.020-inch aluminum sheet was used behind the tile to contain the
epoxy within the frame. The backup block employed was RHA steel (MIL-A-12560, class 3)
of 4- or 5-inch thickness. (Specification requirements for this steel mandate the same hard-
ness range for these thicknesses.) RHA was chosen as representative of metallic armor which
could be employed in a composite armor system; it is also a well-characterized and readily
available material. This choice also provides dimensionally feasible target assemblies. An alu-
minum backup would have to be extremely thick to contain the residual penetration and avoid
rear surface effects. Ceramic assemblies were clamped onto the steel backup block for test-
ing and removed after firing.
All tests were run at the U.S. Army Materials Technology Laboratory. The projectile
used was a 91% W long rod penetrator with a diameter of 7.87 mm (0.310 in.) and an aspect
ratio of 10. Rod weight was 65 grams, and density was 17.45 g/cc. The penetrator was
launched in a package consisting of a nylon-6 obturator, a steel pusher, and a two-piece
phenolic carrier. The launch tube was a 20-mm smooth-bore of 10-foot length, with the
breech end modified for a 30-mm cartridge case and firing action.
The nominal test velocity used for all ceramic shots was 4900 feet per second (fps) (1.5
km/sec), although some shots were made up to 5750 fps (1.75 km/sec) into the steel backup
for baseline data collection. This velocity was chosen in order to produce the maximum
practical residual penetration 'hile being consistently achievable under operating conditions.
Measurement of the projectile yaw and velocity was accomplished by a flash X-ray system,
shown in Figure 2. The X-ray equipment used was the Hewlett-Packard 150 kV Flash X-Ray
System, Model 43731A. Beam exposure time was 70 nanoseconds. Yaw and velocity of the
projectile were measured from two sets of orthogonal X-rays triggered by the passage of the
penetrator through two laser break screens. A check velocity was also obtained directly from
2
8. the laser timing apparatus. Approximately 15 inches before striking the target, the projectile
passed through a paper break screen, which triggered a set of three X-ray tubes arranged ver-
tically inside a cluster box tube head that was orthogonal to the target face. The cluster box
tubes were fired sequentially at adjustable intervals. This arrangement allowed observation of
projectile impact and initial penetration, as well as formation of the debris cloud.
Ceramic Steel Frame
Ceramic[ t
Tile Approx. 7.75"
Epoxy (approx. 20-mil thick behind tile)
0.75" 20-mil Aluminum Sheet RIV (sealant)
Frame Configuration Frame Configuration
Front View Side View (Cutaway)
4or 5"
RHA Semi-infinite Backup
Ceramic Tile
Frame
Target Assembly Test Setup
Fgure 1. Ceramic target assembly.
3
9. 120'
= ~ ~17'-.-
X-Ray Tube Heads
-14' 60 mFilm
Laser, Target
411'-
10Legt ,,* I I
__ _ , ,__
, I .
Liii] #1 ,. - :,
20-mam Smooth Bore Photodiodes • 5 L.
10' Lengt Sabot Containment Laser Break Paper
Box Screens Break
Screen 44
Cluster Box
Figure 2. Range diagram.
All residual penetration measurements were taken directly from sections of the RHA
block. A bandsaw was used to section all penetration cavities, and measurements were made
with vernier calipers on the sections, as indicated in Figure 3. Measurement of the "a" value
in this way avoids error which could be caused by deformation of the steel block around the
entrance cavity. This method was chosen over measurement of X-ray images of the cavity
due to focusing difficulties resulting from the thickness of RHA present in sections containing
the penetration cavity, as well as for simplicity in data collection.
DOP
7Tb
.. .........._......
DOP-=Tb -a
Rigure 3. Measurement of residual penetration.
4
"" nll lll al ii i I I I fll li
10. RESULTS AND DISCUSSION
Baseline Tests
To provide baseline data for residual penetration into the RHA steel backup, a number of
shots were fired over a range of velocities from 2700 fps to 5750 fps (0.80 to 1.75 km/sec).
Residual penetration values were then measured and plotted as a function of striking velucity
to produce a baseline curve (Figure 4). All data used to produce this plot were from shots
with less than 3 degrees total yaw; as previous studies1 had indicated this as an appropriate
cutoff point for ballistic limit tests at zero obliquity. A linear regression on this baseline data
produced an empirical equation (Figure 4) which can be used to predict the residual penetra-
tion at a given striking velocity. The square of the correlation coefficient for this fit is 0.998,
indicating that this fit is a good approximation.
4-
3
0 ...... ... . . ................. .... ..
2000 3000 4000 5000 6000
Vx.-ry (fps)
DOP = -2.200 + (0.001) x Vxnw R
2
= 0.998
So, Predicted DOP at 4900fps = 2.700 in.
Figure 4. Baseline data for RHA steel.
A supplemental plot of residual penetration against total projectile yaw at a velocity of
4900 fps was also produced (Figure 5); this indicates a trend similar to published data for
yaw effect on the ballistic limit with long rod penctrators. 1 Direct ohservations of the pene-
tration cavity also show a qualitative tendency toward increased skew and asymmetry as the
yaw increases above 3 degrees.
Additional measurements were made to determine the velocity of the rod during the ini-
:iP1 stages of penetration into the block using the time-sequenced flash X-rays taken at
;mpact (Figure 6). These data showed that deceleration of the rod end was negligible in this
early penetration regime. The impact X-rays do not allow observation of the block interior.
so direct observation of the penetration process was not possible. No signs of rod fracture
or bulging were observed during impact. It is expected that the penetration process is mainly
1. ZUKAS, J. A. et al. Impact f7ynamic& John Wiley & Sons, New York, 1982.
5
11. erosive and quasi-steady state until the initial rod length has been almost completely con-
sumed at the 1.5 kmisec test velocity. The relatively constant diameter of the penetration
cavity would seem to bear this out. In many cases, some amount of penetrator material was
found in the cavity which had not been ejected as particles, but appeared to have been
extruded toward the rear of the rod during penetration. This behavior is also consistent with
the suggested mechanism.
3.00
2.75
2.50
0
2.25
2.00 .. .. .
0 1 2 3 4 5 6 7 8
Yaw ()
Figure 5. Yaw effect on residual penetration.
Ceramic Tests
A variety of different ceramics, to include the major classes of armor ceramics, were
tested to provide a suitable basis for material comparison and to determine the validity to the
test procedure. All materials used are commercially available. Ceramics tested included:
90% pure sintered aluminum oxide produced by Coors, Ebon-A hot-pressed 99.8% pure alumi-
num oxide from CECOM, hot-pressed boron carbide from Eagle-Picher, sintered silicon carbide
from Sohio, and hot-pressed titanium diboride from Ceradyne and CECOM.
Ceramic target assemblies, as previously described, were fabricated for all tiles tested. In
general, four to five tiles per thickness (or areal density) were tested for each material,
unless fewer were available. All data shown were taken from shots with total yaw under 3
degrees. In order to correct for variations in the actual strike velocity, all residual penetra-
tion values were normalized to a striking velocity of 4900 fps by means of the empirical fit as
shown in Figure 4. The correction is made as follows: Corrected DOP = Measured DOP +
[0.001 x (4 9
00-Vx-ray)]. This technique should be uniformly valid for different materials pro-
vided that a significant amount of the rod reaches the backup plate, and that the rod defeat
mechanism has not significantly changed due to the presence of the ceramic. In support of
this assumption, observation of early impact stages via flash X-ray techniques show no signifi-
cant deceleration of the rod or signs of failure. At present, due to the size distribution pres-
ent in the particle, it is not possible to differentiate between particles from the ceramic, and
eroded particles from the tungsten rod and backup block. It should also be mentioned that
retained penetrator material, like that described previously, was often found in the backup
blocks from the ceramic tests when the degree of residual penetration was sufficiently large.
(When penetration occurred mainly in the ceramic, the eroded rod material would have been
ejected together with the ceramic fragments.)
6
13. Photographs of the impact process exhibit a number of common traits, regardless of the
material present. A typical X-ray with exposures made at impact, impact + 100 microseconds,
and impact + 200 microseconds is shown in Figure 7. The debris cloud begins to form just
after impact and slowly expands. Initial particle sizes tend to be small; particles ejected later
have a greater size range. Another feature evident in this picture is the long time over which
debris cloud formation occurs.
The failure patterns in the ceramic exhibit several notable features. The first of these is
the increase in extent of the fracture zone as the tile thickness increases. Thin tiles (under
1 inch) contain little fractured material away from a region roughly 2 to 2.5 inches in diameter
centered on the impact point. As tiles become progressively thicker, the fracture area extends
out to encompass the entire tile. This type of behavior holds for all materials tested, and
seems to be directly related to thickness rather than areal density. The degree of comminu-
tion also varies with distance from the impact point, as would be expected.
The assumption of a semi-infinite backing plate has been checked by observation of the
region behind penetration cavities. Bulging of the rear surface, as evidenced by loss of flat-
ness, was only observed in one combination of target and backup (0.25-in. A1203 and 4-in.
RHA), and was very slight, even for that case. As a result, the initial assumption should be
adequate.
Aluminum Oxide
The 90% A1203 was tested at thicknesses in the range of 0.5 inch to 1.5 inch; the result-
ant data are shown in Figure 8. In this range, residual penetration decreases linearly with
increased areal density of ceramic. As the fit shows, the linear approximation is very good
here.
The Ebon-A high purity aluminum oxide was tested in tile thicknesses of 0.25 inch to
1.0 inch. Unfortunately, a number of shots were lost due to excessive yaw at the higher areal
densities so that it is only possible to provide a range for the residual penetration (Figure 9).
Boron Carbide/Silicon Carbide
Data were obtained for both boron carbide and silicon carbide at thicknesses of 1.0, 1.5,
and 2.0 inches. The results of these tests are shown in Figure 10 for B4C, and Figure 11 for
SiC. These data sets both appear to be linear in the range tested, although the degree of scat-
ter is somewhat higher than that of the 90% A1203. One feature noticeable in both plots is
that the residual penetration predicted by this linear region for zero areal density is lower than
the measured baseline value for zero areal density.
Titanium Diboride
Data for titanium diboride were obtained as shown in Figure 12. Tiles from 0.25 to
2.0 inches thick were tested; at the time of testing, tiles were not available between 0.5 inch
and 1 0 inch or 1.0 inch and 1.5 inch so the map is not well defined over these ranges. An
interestiing teature is the apparent existence of two different regions of performance as the
areal density increases. It is also notable that TiB2 is the only material tested for which zero
residual penetration was achieved, providing one endpoint on the performance map.
8
15. One case of zero DOP was observed at 1.5-inch thickness; the penetrator had apparently
just stopped at the tile-backup interface. Both 2-inch tiles tested produced zero DOP values,
and also retained some thickness of ceramic in front of the penetrator.
3.0.
2.5.
2.0
0
S 1.0.
0.5 DOP - 2.689- (4.43x10*2) x Areal Density R2
=0.984
0.0.........................
0 10 2C 30 40
Areal Density (psf)
Figure 8. 90% aluminum oxide.
3.0.
2.5
2.01
CL. 1.
0
0 1.0.
0.5
0 10 20 30 40
Areal Density (psi)
Figure 9. 99.8% aluminum oxide.
10
16. 3.0
2.5 DOP 2.128 - (4.52x10-2) xAreal Density R2
- 0.889
2.0
Ii:. 1.5
00 1.0.
0.5
0.0...............
0 10 20 30 40
Areal Density (pst)
Figure 10. Boron carbide.
3.0
2.5
2.0
CU
4_. 1.5
0
1.
0.5
0.1 DOP -2.288 - (4.08x10*2
) x Areal Density R
2
-0.844
0.0..................................
0 10 20 30 40
Areal Density (psf)
Figure 11. Silicon carbide.
11
17. 3.0
2.5
2.0
- 1.5
CL
0
1.0
0.5
0.0 ......... ...
0 10 20 30 40 50
Areal Density (psf)
Figure 12. Titanium diboride.
Material Comparison
A direct comparison of the performance maps for all of the tested materials is provided
in Figure 13. This plot appears to contain three different areas of interest. A theoretical
performance map such as that in Figure 14 would be expected to have a similar form. The
initial region at low area) density (roughly below 10 psf) for the test data shows a high
degree of uniformity between the performance of all tested materials. This should correspond
to Region 1 on the theoretical map, where the rod is overmatching the ceramic and the
material efficiency is low.
In the central region, from roughly 15 to 30 psf, a clear set of distinct lines for the differ-
ent materials is evident. A ranking of performance shows TiB2 as most effective, followed by
B4C, SiC, and the 90% aluminum oxide. This is in reasonable agreement with the perform-
ance rankings provided by ballistic limit tests for these materials. Insufficient data were avail-
able at these areal densities to provide a distinct map for the Ebon-A. This region
corresponds to the second area on the theoretical plot. Further, the data show that material
response in this region is definitely linear. It is not yet possible to comment with certainty
on the existence of a common slope for these lines, but the present data do not seem to pre-
clude this. This indicates that differentiation between materials is possible based on the
results from this test method. Further, this region of performance is the one of greatest inter-
est for ranking materials to be used in armors.
The final region is entered by only the TiB2 in these tests, and is not fully defined for
that material. Ir this area, the penetrator is being stopped entirely in the ceramic, and there
is no residual penetration. Instability in the penetration process due to the small amount of
rod remaining may account for the scatter observed at the 1.5-inch thickness for TiB2. This
corresponds to the theoretical case of the rod being overmatched by the target (ceramic tile);
penetration no longer occurs in a quasi-steady state, and a change in slope would be expected.
12
18. 3.0-
11T182 Thin
2.5-
2.0-
84C SiC
1.0. *
0.5.
T1B2 Thck
0.0
Areal Density (psf)
Figure 13. Comparison of ceramic performance maps.
3.0 ,
Region 1 Region 2 Region 3
2.5-
2.0 -
Penetrator
S, I Overmatched
1. Ma
0
OvermatchedMalD
0.5 I
0 10 20 30 40 50
Areal Density (psi)
Figure 1 "rheci,'dperformance map.
13
19. CONCLUSIONS
From the foregoing ballistic data and analysis, several important points arise which
demonstrate the promise of this test method for evaluation of armor ceramics:
* Avoids the fundamental problem of V5 0 dependence on armor design; e.g., front-to-back
plate ratio and material
e Requires fewer shots than V50 tests
* Sensitivity is equivalent to that of existing ballistic test methods
* Comparison test to rank the performance of new materials
o Acceptance test for production materials
Several directions for future work are also apparent:
o Enhance current maps to provide a more extensive view of all performance regions
* Perform parametric analysis of ballistic performance variations resulting from material
properties, cell size, confinement, and similar factors.
ACKNOWLEDGMENTS
The authors wish to thank Eugenio DeLuca for his valuable suggestions and contributions
to this project. They also appreciate the assistance of John Segalla and John Loughlin in per-
forming the ballistic testing, and Robert Grossi and George Dewing for performing sample
preparation.
14
20. DISTRIBUNON LIST
No. of
Copies To
1 Office of the Under Secretary of Defense for Research and Engineering, The
Pentagon, Washington DC 20301
Comander, Defense Technical Information Center, Cameron Station, 5010 Duke
Street, Alexandria, VA 22304-6145
2 ATTN: DTIC-FDAC
Director, Defense Advanced Research Project Agency, 1400 Wilson Boulevard,
Arlington, VA 22209
1 ATTN: LTC P. H. Sullivan
Commander, U.S. Army Foreign Science and Technology Center, 220 7th Street,
N.E., Charlottesville, VA 22901-5396
1 ATTN: AIFRTC, Mr. William Marley
Commander, U.S. Army Materiel Command, 5001 Eisenhower Avenue, Alexandria,
VA 22333
1 ATTN: AMCLD
AMCDE-SG, Mr. Richard Zigler
Commander, U.S. Army Laboratory Command, 800 Powder Mill Road, Adelphi,
MD 20783-1145
1 ATTN: AMSLC-TD, Office of the Director
Commander, U.S. Army Materials Systems Analysis Activity, Aberdeen Proving
Ground, MD 21005-5071
1 ATTN: AMXSY-GI, Mr. James Liu
Commander, Combat Systems Test Activity, Aberdeen Proving Ground, MD 21005-5059
1 ATTN: STECS-AA-R, Mr. Roy Falcone
Director, U.S. Army Ballistic Research Laboratory, Aberdeen Proving Ground,
MD 21005-5066
1 ATTN: SLCBR-TB-A, Mr. William Gooch
SLCBR-TB, Mr. George Hauver
Commander, U.S. Army Tank-Automotive Command, Warren, MI 48397-5000
1 ATTN: AMSTA-RS, Mr. Sam Goodman
1 AMSTA-RS, Dr. James L. Thompson
Commander, David Taylor Naval Ship Research and Development Center, Bethesda,
MD 20084
1 ATTN: Mr. Rod Peterson, Code 1740.1
Director, Aviation Applied Technology Directorate, Ft. Eustis, VA 23604-5277
1 ATTN: SAVRT-TY-ASV, Mr. George McCallister
Commander, Wright-Patterson AFB, OH 45433-6503
1 ATTN: AFWAL/FIESD, Mr. Al Kurtz
Lawrence Livermore National Laboratory, University of California, P.O. Box 808,
Livermore, CA 94550
1 ATTN: Dr. Carl Cline
1 Mr. Al Holt
Los Alamos National Laboratory, Los Alamos, NM 87545
I ATTN: Dr. W. Blumenthal, Mailstop E546
I Dr. Ed Cort, Mailstop G781
Sandia National Laboratory, Albuquerque NH .'3R5
I ATTN: Dr. E. P. Chen
1 Dr. Marlin Kipp
I Dr. Dennis Grady
1 Dr. Mike Forrestal
University of Dayton Research Institute, Experimental and Applied Mechanics
Division, 300 College Park Ave., Dayton, OH 45469-0001
1 ATTN: Dr. Stephan Bless
Director, U.S. Army Materials Technology Laboratory, Watertown, MA 02172-0001
2 ATTN: SLCMT-TML
3 Authors
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