Arresting material test apparatus and methods

• US 5,789,681 A
• Filed: 02/07/1997
• Issued: 08/04/1998
• Est. Priority Date: 02/07/1997
• Status: Expired due to Term

• Current Assignee: Engineered Arresting Systems Corporation (The Zodiac Group)
• Original Assignee: Datron, Inc.
• Inventors: Mahal, Peter T., Angley, Richard D., Cook, Robert F., Ciesielski, Michael S., Dial, Christopher T.
• Primary Examiner(s): Dougherty, Elizabeth L.
• Application Number:
  US08/796,968
• Time in Patent Office: 543 Days
• Field of Search: 73/12.13, 73/12.01, 73/12.08, 73/786, 73/803, 73/844, 73/862.541, 73/866, 73/81, 73/82, 73/85
• US Class Current: 73/803
• CPC Class Codes: G01N 11/10 by moving a body within the material
• CPC Class Codes: G01N 3/42 by performing impressions under a steady load by indentors, e.g. sphere, pyramid G01N3/54 takes precedence
• CPC Class Codes: G01N 33/383 Concrete, cement

Abstract

Arresting material test apparatus, test probes and test methods enable testing of compressive gradient strength of cellular concrete, and materials having similar characteristics, on a continuous basis from the surface of a section to a typical internal penetration depth of at least 60 percent of thickness. Previous testing of cellular concrete typically focused on testing to confirm a minimum structural strength prior to structural failure or shattering of a test sample. For an aircraft arresting bed, for example, cellular concrete must exhibit a compressive gradient strength in a relatively narrow precalculated range continuously from the surface to penetration depth equal to 60 to 80 percent of sample thickness. Precalculated and controlled compressive gradient strength is critical to enabling an aircraft to be safely stopped within a set distance, without giving rise to drag forces exceeding main landing gear structural limits. New test apparatus, test probes with post-compression build-up relief and test methods are described to enable such testing and recordation of data showing the gradient of compressive strength as it increases from the surface of a test sample to a predetermined depth of penetration. Resulting compressive gradient strength data is representative of performance of cellular concrete sections in decelerating an aircraft.

Claims

1. Arresting material test apparatus, to test compressive gradient strength on a continuous basis from the surface to an internal depth of penetration within compressible arresting material, comprising:

a penetration shaft having a length greater than said internal depth of penetration and a cross-sectional size;

a test probe head connected to said penetration shaft and having a compressive contact surface;

said penetration shaft including a constricted shaft portion beginning behind said test probe head and continuing for at least a part of said length, said constricted shaft portion having a cross-sectional area smaller than the area of said contact surface of said test probe;

a drive mechanism coupled to said penetration shaft to displace said shaft to drive said test probe head to said internal depth of penetration within arresting material;

a displacement sensing device coupled to said penetration shaft to sense displacement thereof;

a load sensing device coupled to said penetration shaft to sense the force exerted against said test probe contact surface as it compresses arresting material to said internal depth of penetration; and

a data acquisition device responsive to force sensed by said load sensing device and to the depth of penetration of said test probe contact surface to provide data representative of compressive gradient strength of said compressible arresting material to said depth of penetration.

2. Arresting material test apparatus as in claim 1, wherein said cross-sectional area of the constricted shaft portion is smaller than the area of said test probe contact surface by an amount effective to reduce distortive effects of post-compression build-up of particles of cellular concrete during testing of cellular concrete arresting material.

3. Arresting material test apparatus as in claim 1, wherein said test apparatus is arranged to drive said test probe head to an internal depth of penetration of at least 60 percent of the thickness of cellular concrete arresting material while exerting a force of up to at least 100 psi against said test probe head.

4. Arresting material test apparatus as in claim 1, wherein said data acquisition device has a capability to provide data representative of compressive gradient strength, at increments of penetration from the surface of a section of compressible arresting material to an internal depth of penetration within said section.

5. Arresting material test apparatus as in claim 1, wherein said test probe head has a flat contact surface and said constricted shaft portion has a cross-sectional area at least ten percent smaller than the area of said contact surface.

6. Arresting material test apparatus as in claim 1, wherein said test probe head has a flat circular contact surface with an area in a range from 1 to 4 square inches.

7. Arresting material test apparatus as in claim 1, wherein said constricted shaft portion of said penetration shaft continues behind said test probe head for at least the intended depth of penetration and has a cross-sectional area in a range of 10 to 50 percent smaller than said contact surface.

8. Arresting material test apparatus as in claim 1, wherein said drive mechanism includes a hydraulic cylinder mated to said cross-sectional size of said penetration shaft and providing a capability of exerting test probe head pressure in a range to at least 150 psi over a displacement from the surface of a section of compressible arresting material to a penetration depth equal to at least 60 percent of the thickness of said section.

9. Arresting material test apparatus as in claim 1, wherein said load continuously sensing device has a capability to sense force on said test probe head in a range to at least 100 psi as said test probe head is displaced from the surface of a section of compressible arresting material to a penetration depth equal to at least 60 percent of the thickness of said section.

10. An arresting material test probe, suitable to test compressive gradient strength continuously from the surface to an internal depth of penetration within compressible arresting material, comprising:

a penetration shaft having a length not less than said internal depth of penetration and a cross-sectional size; and

a test probe head connected to said penetration shaft and having a compressive contact surface;

said penetration shaft including a constricted shaft portion, beginning behind said test probe head and continuing for at least a part of said length, said constricted shaft portion having a smaller cross-sectional area than the area of said contact surface of said test probe;

the smaller cross-sectional area of said constricted shaft portion being effective to reduce distortive effects of post-compression build-up of material behind said contact surface as it travels from the surface to said internal depth of penetration within compressible arresting material under test, and the combination of said compressive contact surface and smaller cross-sectional area of said constricted shaft portion being effective to enable determination of compressive gradient strength over said depth of penetration within a section of compressible arresting material to be tested.

11. An arresting material test probe as in claim 10, wherein said test probe head has a flat circular contact surface.

12. An arresting material test probe as in claim 10, wherein said test probe head has a flat contact surface with an area in a range from 1 to 4 square inches.

13. An arresting material test probe as in claim 12, wherein said contact surface is circular.

14. An arresting material test probe as in claim 10, wherein said constricted shaft portion of said penetration shaft continues behind said test probe head for at least the intended depth of penetration and has a cross-sectional area in a range of 10 to 50 percent smaller than said contact surface.

15. An arresting material test probe as in claim 10, wherein said penetration shaft and test probe head are constructed to withstand compressive forces associated with a test probe head pressure in a range to at least 150 psi.

16. An arresting material test probe as in claim 10, wherein said contact surface of said test probe head has a surface hardness adequate to survive compression testing of cellular concrete to pressures of at least 150 psi, without significant surface distortion.

17. A method for continuous compressive testing of a cellular concrete section suitable for arresting motion of an object, comprising the steps of:

(a) providing a penetration shaft bearing a test probe head with a compressive contact surface having a contact surface area;

(b) providing a test section of cellular concrete having a thickness and having a cross-sectional area larger than said contact surface area;

(c) supporting said test section longitudinally;

(d) driving said contact surface of said test probe head longitudinally into said test section from a surface to an internal depth of penetration within said test section;

(e) monitoring displacement of said test probe head; and

(f) monitoring compressive force on said contact surface at a plurality of intermediate depths of penetration within said test section.

18. A method as in claim 17, wherein step (a) comprises providing said penetration shaft with a constricted shaft portion beginning behind said test probe head, said constricted shaft portion having a smaller cross-sectional area than said contact surface area, said smaller cross-sectional area being effective to reduce distortive effects of post-compression build-up of material behind said test probe head during penetration of said cellular concrete section.

19. A method as in claim 18, wherein said penetration shaft is provided with a shaft portion having a cross-sectional area in a range of 10 to 50 percent smaller than contact surface area.

20. A method as in claim 17, wherein step (a) comprises providing said test probe head with a flat circular contact surface.

21. A method as in claim 17, wherein step (a) comprises providing said test probe head with a flat contact surface having a contact surface area in a range from 1 to 4 square inches.

22. A method as in claim 21, wherein said test probe head is provided with a circular contact surface.

23. A method as in claim 17, wherein step (b) comprises providing said test section having a cross-sectional area at least twenty times larger than said contact surface area.

24. A method as in claim 17, wherein step (c) comprises supporting the bottom of said test section, with an absence of lateral restriction of the sides of said test section.

25. A method as in claim 17, wherein step (d) comprises driving said contact surface continuously to an internal depth of penetration equal to at least 60 percent of the thickness of said test section.

26. A method as in claim 17, wherein step (f) comprises recording pressure on the contact surface of said test probe head on a continuous basis until said contact surface reaches an internal depth of penetration of at least 60 percent of the thickness of said test section.

27. A method for determining compressive gradient strength over a depth of penetration of a test section, comprising the steps of:

(a) driving a contact surface into said test section to an internal depth of penetration within said test section equal to at least 60 percent of the thickness of said test section;

(b) during step (a), recording a measure of compressive force on said contact surface for a plurality of intermediate depths of penetration within said test section; and

(c) making available a presentation of a gradient representing values of compressive force at said plurality of intermediate depths of penetration.

28. A method as in claim 27, wherein step (a) comprises driving a contact surface into a test section of cellular concrete.

29. A method as in claim 27, wherein step (a) includes using a contact surface having an area not greater than 5 percent of the cross-sectional area of said test section.

30. A method for determining compressive gradient strength over a depth of penetration of a test section of compressible material, comprising the steps of:

(a) driving a flat contact surface into said test section to compress said compressible material from a surface to an internal depth of penetration within said test section;

(b) during compression in step (a), recording a measure of compressive force on said contact surface for a plurality of intermediate depths of penetration within said test section; and

(c) making available a presentation of compressive gradient strength representing values of compressive force at said plurality of intermediate depths of penetration during compression of said compressible material.

31. A method as in claim 30, wherein step (a) comprises driving a contact surface into a test section of cellular concrete.

32. A method as in claim 30, wherein step (b) comprises recording compressive force in pounds at least ten times per second while step (a) is implemented.

33. A method as in claim 30, wherein step (c) comprises making available a gradient in the form of a line joining points each representing a value of compressive force at an intermediate depth of penetration within said test section.

34. A method as in claim 33, wherein said gradient is made available as a computer printout.