Blast Pendulum Testing of Milliken Tegris Panels

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Blast Pendulum Testing of Milliken Tegris Panels by Donald J. Grosch, Erick J. Sagebiel, and Hal Eleazer ARL-CR-0600 January 2008 prepared by Southwest Research Institute San Antonio, Texas and Milliken & Company Spartanburg, South Carolina under contract W911NF-07-2-0074 Approved for public release; distribution is unlimited.

NOTICES Disclaimers The findings in this report are not to be construed as an official Department of the Army position unless so designated by other authorized documents. Citation of manufacturer s or trade names does not constitute an official endorsement or approval of the use thereof. DESTRUCTION NOTICE Destroy this report when it is no longer needed. Do not return it to the originator.

Army Research Laboratory Aberdeen Proving Ground, MD 21005-5069 ARL-CR-0600 January 2008 Blast Pendulum Testing of Milliken Tegris Panels Donald J. Grosch and Erick J. Sagebiel Southwest Research Institute Hal Eleazer Milliken & Company prepared by Southwest Research Institute San Antonio, Texas and Milliken & Company Spartanburg, South Carolina under contract W911NF-07-2-0074 Approved for public release; distribution is unlimited.

REPORT DOCUMENTATION PAGE Form Approved OMB No. 0704-0188 Public reporting burden for this collection of information is estimated to average 1 hour per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing the burden, to Department of Defense, Washington Headquarters Services, Directorate for Information Operations and Reports (0704-0188), 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302. Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. PLEASE DO NOT RETURN YOUR FORM TO THE ABOVE ADDRESS. 1. REPORT DATE (DD-MM-YYYY) January 2008 4. TITLE AND SUBTITLE 2. REPORT TYPE Final Blast Pendulum Testing of Milliken Tegris Panels 3. DATES COVERED (From - To) July 2007 to December 2007 5a. CONTRACT NUMBER W911NF-07-2-0074 5b. GRANT NUMBER 5c. PROGRAM ELEMENT NUMBER 6. AUTHOR(S) Donald J. Grosch and Erick J. Sagebiel (SRI); Hal Eleazer (M&C) 5d. PROJECT NUMBER W262387171 5e. TASK NUMBER 5f. WORK UNIT NUMBER 7. PERFORMING ORGANIZATION NAME(S) AND ADDRESS(ES) Southwest Research Institute Milliken & Compancy San Antonio, Texas Spartanburg, South Carolina 8. PERFORMING ORGANIZATION REPORT NUMBER ARL-CR-0600 9. SPONSORING/MONITORING AGENCY NAME(S) AND ADDRESS(ES) U.S. Army Research Laboratory Weapons and Materials Research Directorate Aberdeen Proving Ground, MD 21005-5069 12. DISTRIBUTION/AVAILABILITY STATEMENT Approved for public release; distribution is unlimited. 10. SPONSOR/MONITOR'S ACRONYM(S) 11. SPONSOR/MONITOR'S REPORT NUMBER(S) 13. SUPPLEMENTARY NOTES The contracting officer s representative (COR) is David Spagnuolo, U.S. Army Research Laboratory, ATTN: AMSRD-ARL- WM-MD, Aberdeen Proving Ground, MD 21005-5069, telephone number (410) 306-0770. 14. ABSTRACT Milliken contracted Southwest Research Institute 1 (SwRI 1 ) to conduct blast pendulum tests on various panels. The blast pendulum allows one to investigate a material s capability of mitigating sample deformation and bulk structural loading that result from close-in 2 blast loading. The methodology is based upon placing a sample in a semi-rigid frame. The frame is supported by large supports that are free to rotate about a fixed position. Based upon the angular motion, the momentum transferred into the sample can be determined. The pendulum is most useful for looking at plate coatings which hopefully can reduce the plate deformation and the overall momentum transferred into a structure. SwRI conducted a total of four tests on September 5, 2007, using the blast pendulum at its remote site near Yancey, Texas. A representative from Milliken witnessed each test. None of the tests resulted in perforation of the target assembly, and their swing angles and deflections were considerably less than those of a baseline 3/8-inch mild steel target performed the next day (47.2-degree maximum swing with 4.53-inch maximum plate deflection) versus the best Milliken combination that showed a 41.8-degree maximum swing with 2.64-inch maximum plate deflection. 1 Southwest Research Institute and SwRI are registered trademarks of Southwest Research Institute. 2 The term close-in means within 10 to 20 meters. 15. SUBJECT TERMS blast test data; panel deflection; tegris 16. SECURITY CLASSIFICATION OF: a. REPORT UNCLASSIFIED b. ABSTRACT UNCLASSIFIED c. THIS PAGE UNCLASSIFIED 17. LIMITATION OF ABSTRACT SAR 18. NUMBER OF PAGES 20 19a. NAME OF RESPONSIBLE PERSON David Spagnuolo 19b. TELEPHONE NUMBER (Include area code) 410-306-0770 ii Standard Form 298 (Rev. 8/98) Prescribed by ANSI Std. Z39.18

Contents List of Figures List of Tables iv iv 1. Overview 1 2. Test Fixture 1 3. Explosive Charge 2 4. Instrumentation 4 5. Test Results 4 6. Summary 6 Appendix A. Test Photographs 7 Distribution list 15 iii

List of Figures Figure 1. Blast pendulum fixture and edge view showing panel clamping... 2 Figure 2. Picture of blast pendulum swinging after shot.... 2 Figure 3. Photo of charge on fixture.... 3 Figure 4. Plate deflection data for test 1.... 4 Figure 5. Plate deflection data for test 2.... 5 Figure 6. Plate deflection data for test 3.... 5 Figure 7. Plate deflection data for test 4.... 6 List of Tables Table 1. Test results... 3 iv

1. Overview Milliken & Company contracted Southwest Research Institute (SwRI) to conduct blast pendulum tests on various panels. The blast pendulum allows one to investigate a material s capability of mitigating sample deformation and bulk structural loading that result from close-in 1 blast loading. The methodology is based upon placing a sample in a semi-rigid frame which is supported by large supports that are free to rotate about a fixed position. Based upon the angular motion, the momentum transferred into the sample can be determined. The pendulum is most useful for looking at plate coatings which hopefully can reduce the plate deformation and the overall momentum transferred into a structure. SwRI conducted a total of four tests on 5 September 2007, using the blast pendulum at its remote site near Yancey, Texas. A representative from Milliken witnessed each test. 2. Test Fixture The test fixture is a large pendulum (see figures 1 and 2) onto which panels are clamped for testing. The pendulum accepts 30- by 30-inch panels, which are clamped between front and rear frame plates, each of which is fabricated from 2-inch-thick steel. Sixteen 1-inch bolts are used to clamp the two frame plates together and secure the test panel (the bolts are on the outside of the panel so no through-holes are required). The front frame has a 26-inch-square opening through which the panel is explosively loaded, while the rear frame has a 24-inch-diameter round hole through which the panel can deform or rupture. When the charge is detonated, the test panel is loaded and then deflects and transfers the load into the rest of the pendulum. The overall motion of the pendulum is recorded with high-speed video to capture the maximum swing angle. The panel deflection/rupture and the resulting swing angle can be compared to other materials loaded during similar conditions for a direct performance comparison. 1 Close-in means within 10 to 20 meters. 1

Figure 1. Blast pendulum fixture and edge view showing panel clamping. Figure 2. Picture of blast pendulum swinging after shot. 3. Explosive Charge These tests were conducted with a bare Composition C-4 charge with a weight of 2.09 pounds and a cylindrical shape with a length-to-diameter (l/d) ratio of 0.72. This resulted in a 4-inch-diameter charge with a height of 2.88 inches. The charge was positioned end on to the sample, and it was center detonated on the far end of the charge (see figure 3). The stand-off distance (from the closest edge of the charge to the near face of the test panel) varied and is listed in table 1. 2

Figure 3. Photo of charge on fixture. Table 1. Test results Test 1 2 3 4 Target Description AM General Target 2.09 lb C4 charge 3-15/16-in. standoff 0.157-in. 46177 steel 0.25-in. 6061-T6 aluminum 0.25-in. 6061-T6 aluminum 1.0-in. Tegris a panel with aluminum skins Milliken/C-foam target 2.09-lb C4 charge 3.5-in. standoff 0.157- in. steel 1.0-in. Tegris panel with aluminum skins 1.50-in. C-foam 1.0-in. Tegris panel with aluminum skins Milliken low temp 2.09-lb C4 charge 3-7/8-in. standoff 0.157- in. steel 0.37-in. Tegris with aluminum skins 1.25-in. low temp Tegris 0.375-in. mild steel Milliken special panel 2.09-lb C4 charge 3-7/8-in. Standoff 0.157- in. steel 0.37-in. Tegris with aluminum skins 1.20-in. special Tegris 0.375-in. mild steel Maximum Swing (degrees) Maximum Plate Deflection (inches) 43.7 3.16 46.2 3.29 41.8 2.64 42.0 2.50 Comments Steel plate has a 6-in.-dia. dent area, no cracks; 0.25-in. aluminum plate 1 has a 7- in.-dia. dent and a 7-in. crack; 0.25-in. aluminum plate 2 has a 7-in.-dia. dent and a 10-in. x 7-in. crack area; the Tegris panel has a 9-in. x 5-in. crack area on the impact side and no cracks on the back side. Steel plate has an 8-in.-dia. dent and no cracks; the 1 Tegris panel has an 8-in.-dia. dent and a 3.5-in. x 0.5-in. through crack; the C-Foam panel has a 20-in.-dia. dent area and a 2-in.-dia. hole; the 2 Tegris panel has no cracks on either surface. Steel plate has a 6-in.-dia. dent and a 3-in. x 1.5-in. hole; the 0.37-in. Tegris panel has a 6-in.-dia. dent and a 3-in. x 1.5-in. hole; the low temp Tegris panel has a 6.5-in.- dia. dent and a 3-in. hole; the 3/8-in. mild steel has no cracks. Steel plate has a 6.5-in.-dia. dent with no cracks; the 0.37-in. Tegris panel has a 6- in.-dia. dent and a 1.5-in. x 1-in. hole; the special Tegris panel has a 6-in.-dia. dent and a 3.5-in. x 1.5-in. hole; the 3/8-in. mild steel has no cracks. a Tegris is a revolutionary 100% PP thermoplastic composite with excellent impact resistance and stiffness as well as a lightweight composition. Tegris is based on a patent-pending technology which creates a highly engineered polypropylene tape yarn with a highly drawn core for strength properties within a lower melt polymer matrix for composite processing. 3

4. Instrumentation A Phantom 2 V7 high-speed video camera was positioned normal to the back surface of the pendulum uprights to observe the pendulum swing. A regular-speed video camera was positioned in a similar manner as a backup. The measured swing angles are provided in table 1. 5. Test Results A summary of the tests is shown in table 1. The maximum swing angle was measured from the high-speed video to within ±0.5 inch. The maximum plate deflection was measured by an SwRI quality assurance (QA) inspector using a coordinate measuring machine. The QA inspector scanned the center of the plate in both directions. The data from these scans are shown in figures 4 through 7. The maximum deflection values are provided in table 1. Photographs of each test are provided in appendix A. Figure 4. Plate deflection data for test 1. 2 Phantom is a registered trademark of ViSiON Research, Inc. 4

Figure 5. Plate deflection data for test 2. Figure 6. Plate deflection data for test 3. 5

Figure 7. Plate deflection data for test 4. 6. Summary Four pendulum blast tests were performed on panels provided by Milliken. None of the tests resulted in a perforation of the target assembly, and their swing angles and deflections were considerably less than those of a baseline 3/8-inch mild steel target performed the next day (47.2-degree maximum swing with 4.53-inch maximum plate deflection). 6

Appendix A. Test Photographs 7

8

9

10

11

12

13

14

NO. OF COPIES ORGANIZATION NO. OF COPIES ORGANIZATION 1 DEFENSE TECHNICAL (PDF INFORMATION CTR ONLY) DTIC OCA 8725 JOHN J KINGMAN RD STE 0944 FORT BELVOIR VA 22060-6218 1 US ARMY RSRCH DEV & ENGRG CMD SYSTEMS OF SYSTEMS INTEGRATION AMSRD SS T 6000 6TH ST STE 100 FORT BELVOIR VA 22060-5608 10 DIRECTOR US ARMY RSCH LABORATORY ATTN AMSRD ARL WM MD E CHIN B CHEESEMAN J SANDS B SCOTT S WALSH D SPAGNUOLO (5 CYS) BLDG 4600 1 DIRECTOR US ARMY RESEARCH LAB IMNE ALC IMS 2800 POWDER MILL RD ADELPHI MD 20783-1197 1 DIRECTOR US ARMY RESEARCH LAB AMSRD ARL CI OK TL 2800 POWDER MILL RD ADELPHI MD 20783-1197 2 DIRECTOR US ARMY RESEARCH LAB AMSRD ARL CS OK T 2800 POWDER MILL RD ADELPHI MD 20783-1197 2 SOUTWEST RESEARCH INST ATTN D GROSCH E SAGEBIEL 6220 CULEBRA RD SAN ANTONIO TX 78238-5166 2 MILLIKEN & COMPANY ATTN H ELEAZER 920 MILLIKEN RD SPARTANBURG SC 29303 ABERDEEN PROVING GROUND 1 DIRECTOR US ARMY RSCH LABORATORY ATTN AMSRD ARL CI OK (TECH LIB) BLDG 4600 15