GB2036336A - Measuring stress and strain using optical fibres - Google Patents

Measuring stress and strain using optical fibres Download PDF

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Publication number
GB2036336A
GB2036336A GB7933684A GB7933684A GB2036336A GB 2036336 A GB2036336 A GB 2036336A GB 7933684 A GB7933684 A GB 7933684A GB 7933684 A GB7933684 A GB 7933684A GB 2036336 A GB2036336 A GB 2036336A
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Prior art keywords
composite
stress
optical fibres
optical
fibres
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GB7933684A
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BP PLC
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BP PLC
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Priority to GB7933684A priority Critical patent/GB2036336A/en
Publication of GB2036336A publication Critical patent/GB2036336A/en
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M11/00Testing of optical apparatus; Testing structures by optical methods not otherwise provided for
    • G01M11/08Testing mechanical properties
    • G01M11/083Testing mechanical properties by using an optical fiber in contact with the device under test [DUT]
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01LMEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
    • G01L1/00Measuring force or stress, in general
    • G01L1/24Measuring force or stress, in general by measuring variations of optical properties of material when it is stressed, e.g. by photoelastic stress analysis using infrared, visible light, ultraviolet
    • G01L1/242Measuring force or stress, in general by measuring variations of optical properties of material when it is stressed, e.g. by photoelastic stress analysis using infrared, visible light, ultraviolet the material being an optical fibre

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  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Length Measuring Devices By Optical Means (AREA)

Abstract

The present invention relates to a glass reinforced composite having incorporated therein filaments of optical fibres the transmission parameters of which vary with stress, one end of said filaments being accessible to a light source and the other end being accessible to a light detector. The invention also relates to a method of testing the strain of such composites.

Description

SPECIFICATION Reinforced composites The present invention relates to reinforced composites and to non-destructive methods of testing strain and stress on such reinforced composites and structures.
By the term "reinforced composites" is meant here and throughout the specification composites in which the reinforcements are substantially compatible with the matrix of the composite. For example, the matrix may be of polymeric resins such as epoxy resins or polyesters reinforced with glass fibres in which case the composites will be glass reinforced polymers known as GRP. On the other hand, the matrix may be a cementitious composition such as concrete which is reinforced with glass or polymeric fibres. Such composites have hitherto been used in a wide range of applications including the production of structures such as pipelines, beams, aircraft components, turbine blades, buildings and prefabricated units thereof.In many of these uses it is vital to ascertain whether such composites have been subjected to a strain above the desired safety iimit in respect of that particular use. In certain cases it is also necessary to know whether such composites would withstand a certain degree of stress either prior to or during use. Ideally, it would be desirable periodically to test the composites or structures either at regular intervals or during servicing of such composites and structures to ensure that they conform to the required safety limits. The methods available hitherto for such testing have often involved complete destruction of the composite or structure and have given results which are misleading and difficult to interpret.
It has now been found that by incorporating filaments of optical fibres in such composites or structures these problems may be overcome.
Accordingly, the present invention is a reinforced composite having incorporated therein optical fibres which are substantially compatible with the matrix of the composite, one end of said fibres being accessible to a light source and the other end being accessible to a light detector.
According to a further embodiment, the present invention comprises a method of testing a reinforced composite having incorporated therein optical fibres which are substantially compatible with the matrix of the composite and which fibres exhibit a change in optical transmissibility when subjected to stress said method comprising determining the stress to which the composite has been subjected by monitoring the change in optical transmissibility of the optical fibres in the composite.
The optical fibres may be of glass or of polymeric material. In the manufacture of a composite according to the present invention, the optical fibres may either be incorporated at specific points of stress within the composite or on the surface thereof or, alternatively, for example in the case of pipelines, be wound helically around said pipelines, so that any excessive strain or stress results in elongation and consequent deformation of the physical structure of the optical fibres. When such deformation occurs, the transmissibility of the optical fibre changes significantly and the change immediately gives an indication of the stress to which the composite has been subjected. Such fibres may be incorporated as single filaments, bundles of filaments or as a lattice network depending upon the use to which the composite is put and the stress to which it is likely to be subjected.The optical fibres used in the present invention may be produced with different stress or strain characteristics. Thus optical fibres may be produced which respond to different degrees of stress in terms of their optical transmissibility. By incorporating several filaments of optical fibres, each of which is responsive to a different degree of stress, the progressive effect of continued stress on a particular composite may be monitored. The selection of one or more grades of fibre would be dependent upon the type of information required and the safety limits for any particular end use of a composite.
One of the important features of the present invention is that the optical fibres are substantially compatible with the matrix because the elastic modulus of the optical fibres is similar to conventional reinforcements such as for instance glass. This is significant if the performance of the composite as a whole is not to be affected. Furthermore, conventional surface treatment of glass fibres in a matrix to vary the compatibility can also be carried out with optical fibres so that the degree of adhesion of the optical fibres to the matrix may be adjusted as required.
EXAMPLE (i) Preparation of Reinforced Composite A glass reinforced polyester polymer composite with the optical fibre incorporated therein was made as follows: Six layers of a random chopped fibreglass mat (density 2 ozlsq foot) were laminated with approximately 1 20 strands of optical fibre in a roving laid lengthwise between the central layers of the mat such that the ends of the roving overlay the ends of the mat. A polyester resin, Cellobond A253/67 (Regd. Trade Mark) was then applied thereon by hand. The resin was set using 0.5 ml/l 00 g of 1% of a cobalt containing coaccelerator and Butanox M-5D (Regd. Trade Mark) peroxide catalyst (1 ml/l 00 g). The reinforced composite thus produced contained 30% glass by weight.
(ii) Measurement of response to stress A piece of the composite made in (i) above was tested as follows: A light emitting diode which generated red light was optically coupled to one end of the fibre-optic roving and the transmissibility of the roving monitored by means of a photodiode with an integral amplifier coupled at the other end of the roving.Varying loads were applied using an Instron machine with a three point bend flexural jig (ASTM 790) in which the parameters were as follows: Thickness of composite, d = 8.9 mm Length ,, ,, I = 82 mm Breadth ,, ,, b=21 mm The results of the effect of various loads applied are tabulated below:
Load in KN Deflection, a in mm Output mV 0 0 0.06 0.2 1 0.065 0.65 2 0.095 0.95 3 0.14 1.15 3.5 0.155 1.2 1st Fibre 1.21 Using the above parameters, the modulus E of the composite on application of a weight, W = 1.1 5 KN and for a flexion observed, a = 3.5 mm, was calculated by the formula: : Wl3 -E= 4 a bd3 For this particular case the modulus, E was 1.33 GN/m2.
The szme parameters can be used to calculate the strain on the sample which in the present case was the equivalent of about 1 5%/my output Similarly, the maximum fibre stress, a can be calculated using the formula 3WI = 2bd2

Claims (7)

CLAIMS:
1. A reinforced composite having incorporated therein optical fibres which are substantially compatible with the matrix of the composite, one end of said fibres being accessible to a light source and the other end being accessible to a light detector.
2. A reinforced composite according to Claim 1 wherein the matrix is polymer or cementitious.
3. A reinforced composite according to Claim 1 or 2 wherein the optical fibres are made of glass or polymeric material.
4. A reinforced composite according to any one of the preceding Claims wherein said composite is a glass reinforced polymer.
5. A reinforced composite according to any one of the preceding Claims, wherein the optical fibres are incorporated at points of stress on the surface of the composite.
6. A reinforced composite according to any one of the preceding Claims wherein several filaments of optical fibres, each of which is responsive to a different degree of stress, are incorporated therein.
7. A method of testing reinforced composites having incorporated therein optical fibres which are substantially compatible with the matrix of the composite and which fibres exhibit a change in optical transmissibility when subjected to stress, said method comprising determining the stress to which the composite has been subjected by monitoring the change in optical transmissibility of the optical fibresin the composite.
GB7933684A 1978-09-29 1979-09-28 Measuring stress and strain using optical fibres Withdrawn GB2036336A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB7933684A GB2036336A (en) 1978-09-29 1979-09-28 Measuring stress and strain using optical fibres

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB7838665 1978-09-29
GB7933684A GB2036336A (en) 1978-09-29 1979-09-28 Measuring stress and strain using optical fibres

Publications (1)

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GB2036336A true GB2036336A (en) 1980-06-25

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Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0038401A1 (en) * 1980-04-22 1981-10-28 Philips Kommunikations Industrie AG Method of controlling the physical parameters of structural members
EP0071695A1 (en) * 1981-08-12 1983-02-16 Felten & Guilleaume Energietechnik GmbH Element to be monitored in relation to rupture or stress by means of optical wave guides
DE3243026A1 (en) * 1982-05-15 1984-05-24 Messerschmitt-Bölkow-Blohm GmbH, 8012 Ottobrunn Measuring arrangement for detecting cracks
EP0116685A1 (en) * 1982-11-20 1984-08-29 Messerschmitt-Bölkow-Blohm Gesellschaft mit beschränkter Haftung Optical measuring arrangement for detecting flaws
FR2559262A1 (en) * 1984-02-07 1985-08-09 France Etat Method and device for non-destructive testing in a massive structure
DE3447122A1 (en) * 1984-12-22 1986-06-26 Messerschmitt-Bölkow-Blohm GmbH, 2800 Bremen MEASURING ARRANGEMENT FOR DETECTING CRACKS IN TEST UNITS
US4654520A (en) * 1981-08-24 1987-03-31 Griffiths Richard W Structural monitoring system using fiber optics
US4840481A (en) * 1987-12-10 1989-06-20 Simmonds Precision Polarimetric optical frequency domain distributed strain sensor and method
US4927232A (en) * 1985-03-18 1990-05-22 G2 Systems Corporation Structural monitoring system using fiber optics
AU597937B2 (en) * 1985-03-18 1990-06-14 G2 Systems Corporation Structural monitoring system using fiber optics
US4936649A (en) * 1989-01-25 1990-06-26 Lymer John D Damage evaluation system and method using optical fibers
FR2672681A1 (en) * 1991-02-13 1992-08-14 Mongliols Jean Claude Fibre-optic pressure detector
US5479828A (en) * 1991-12-11 1996-01-02 Thomson-Csf Structure with intrinsic damage control, manufacturing processes and method of use

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0038401A1 (en) * 1980-04-22 1981-10-28 Philips Kommunikations Industrie AG Method of controlling the physical parameters of structural members
EP0071695A1 (en) * 1981-08-12 1983-02-16 Felten & Guilleaume Energietechnik GmbH Element to be monitored in relation to rupture or stress by means of optical wave guides
DE3131870A1 (en) * 1981-08-12 1983-02-24 Philips Kommunikations Industrie AG, 8500 Nürnberg COMPONENT-MONITORABLE COMPONENT BY means of fiber-optic cables
US4840480A (en) * 1981-08-12 1989-06-20 Philips Kommunikations Industrie A Light conduit arrangement for monitoring a physical condition of a structural part
US4654520A (en) * 1981-08-24 1987-03-31 Griffiths Richard W Structural monitoring system using fiber optics
DE3243026A1 (en) * 1982-05-15 1984-05-24 Messerschmitt-Bölkow-Blohm GmbH, 8012 Ottobrunn Measuring arrangement for detecting cracks
EP0116685A1 (en) * 1982-11-20 1984-08-29 Messerschmitt-Bölkow-Blohm Gesellschaft mit beschränkter Haftung Optical measuring arrangement for detecting flaws
FR2559262A1 (en) * 1984-02-07 1985-08-09 France Etat Method and device for non-destructive testing in a massive structure
FR2575290A1 (en) * 1984-12-22 1986-06-27 Messerschmitt Boelkow Blohm MEASURING DEVICE FOR DETERMINING CRACKS IN SAMPLES
DE3447122A1 (en) * 1984-12-22 1986-06-26 Messerschmitt-Bölkow-Blohm GmbH, 2800 Bremen MEASURING ARRANGEMENT FOR DETECTING CRACKS IN TEST UNITS
US4927232A (en) * 1985-03-18 1990-05-22 G2 Systems Corporation Structural monitoring system using fiber optics
AU597937B2 (en) * 1985-03-18 1990-06-14 G2 Systems Corporation Structural monitoring system using fiber optics
US4840481A (en) * 1987-12-10 1989-06-20 Simmonds Precision Polarimetric optical frequency domain distributed strain sensor and method
US4936649A (en) * 1989-01-25 1990-06-26 Lymer John D Damage evaluation system and method using optical fibers
FR2672681A1 (en) * 1991-02-13 1992-08-14 Mongliols Jean Claude Fibre-optic pressure detector
US5479828A (en) * 1991-12-11 1996-01-02 Thomson-Csf Structure with intrinsic damage control, manufacturing processes and method of use

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