# Delamination

Delamination is a mode of failure where a material fractures into layers. A variety of materials including laminate composites[1] and concrete can fail by delamination. Processing can create layers in materials such as steel formed by rolling[2][3] and plastics and metals from 3D printing[4][5] which can fail from layer separation. Also, surface coatings such as paints and films can delaminate from the coated substrate.

Delamination of carbon fiber reinforced polymer under compression load.

In laminated composites, the adhesion between layers often fails first causing the layers to separate.[6] For example, in fiber-reinforced plastics, sheets of high strength reinforcement (e.g., carbon fiber, fiberglass) are bound together by a much weaker polymer matrix (e.g., epoxy). In particular, loads applied perpendicular to the high strength layers, and shear loads can cause the polymer matrix to fracture or the fiber reinforcement to debond from the polymer.

Delamination also occurs in reinforced concrete when metal reinforcements (i.e., rebar) near the surface corrode.[7] The oxidized metal has a larger volume causing stresses when confined by the concrete. When the stresses exceed the strength of the concrete cracks can form and spread to join with neighboring cracks caused by corroded rebar creating a fracture plane that runs parallel to the surface. Once the fracture plane has developed, the concrete at the surface can separate from the substrate.

Processing can create layers in materials which can fail by delamination. In concrete, surfaces can flake off from improper finishing. If the surface is finished and densified by troweling while the underlying concrete is bleeding water and air, the dense top layer may separate from the water and air pushing upwards.[8] In steels, rolling can create a microstructure when the microscopic grains are oriented in flat sheets which can fracture into layers.[2] Also, certain 3D printing methods (e.g., Fused Deposition) builds parts in layers that can delaminate during printing or use. When printing thermoplastics with fused deposition, cooling a hot layer of plastic applied to a cold substrate layer can cause bending due to differential thermal contraction and layer separation.[4]

## Inspection methods

There are multiple nondestructive testing methods to detect delamination in structures including visual inspection, tap testing (i.e. sounding), ultrasound, radiography, and infrared imaging.

Visual inspection is useful for detecting delaminations at the surface and edges of materials. However, a visual inspection may not detect delamination within a material without cutting the material open.

Tap testing or sounding involves gently striking the material with a hammer or hard object to find delamination based on the resulting sound. In laminated composites, a clear ringing sound indicates a well bonded material whereas a duller sound indicates the presence of delamination due to the defect dampening the impact.[9] Tap testing is well suited for finding large defects in flat panel composites with a honeycomb core whereas thin laminates may have small defects that are not discernible by sound.[10] Using sound is also subjective and dependent on the inspector's quality of hearing as well as judgement. Any intentional variations in the part may also change the pitch of the produced sound, influencing the inspection. Some of these variations include ply overlaps, ply count change gores, core density change (if used), and geometry.

In reinforced concretes intact regions will sound solid whereas delaminated areas will sound hollow.[11] Tap testing large concrete structures is carried about either with a hammer or with a chain dragging device for horizontal surfaces like bridge decks. Bridge decks in cold climate countries which use de-icing salts and chemicals are commonly subject to delamination and as such are typically scheduled for annual inspection by chain-dragging as well as subsequent patch repairs of the surface.[12]

## Delamination resistance testing methods

### Coating delamination tests

ASTM provides standards for paint adhesion testing which provides qualitative measures for paints and coatings resistance to delamination from substrates. Tests include cross-cut test, scrape adhesion,[13] and pull-off test.[14]

### Interlaminar fracture toughness testing

Fracture toughness is a material property that describes resistance to fracture and delamination. It is denoted by critical stress intensity factor ${\displaystyle K_{c}}$  or critical strain energy release rate ${\displaystyle G_{c}}$ .[15] For unidirectional fiber reinforced polymer laminate composites, ASTM provides standards for determining mode I fracture toughness ${\displaystyle G_{IC}}$  and mode II fracture toughness ${\displaystyle G_{IIC}}$  of the interlaminar matrix.[16][17] During the tests load ${\displaystyle P}$  and displacement ${\displaystyle \delta }$  is recorded for analysis to determine the strain energy release rate from the compliance method. ${\displaystyle G}$  in terms of compliance is given by

${\displaystyle G={\frac {P^{2}}{2B}}{\frac {dC}{da}}}$  (1)

where ${\displaystyle dC}$  is the change in compliance ${\displaystyle C}$  (ratio of ${\displaystyle \delta /P}$ ), ${\displaystyle B}$  is the thickness of the specimen, and ${\displaystyle da}$  is the change in crack length.

#### Mode I interlaminar fracture toughness

Schematic of deformed double cantilever beam specimen.

ASTM D5528 specifies the use of the double cantilever beam (DCB) specimen geometry for determining mode I interlaminar fracture toughness.[17] A double cantilever beam specimen is created by placing a non-stick film between reinforcement layers in the center of the beam before curing the polymer matrix to create an initial crack of length ${\displaystyle a_{0}}$ . During the test the specimen is loaded in tension from the end of the initial crack side of the beam opening the crack. Using the compliance method, the critical strain energy release rate is given by

${\displaystyle G_{IC}={\frac {3P_{C}\delta _{C}}{2Ba}}}$  (2)

where ${\displaystyle P_{C}}$  and ${\displaystyle \delta _{C}}$  are the maximum load and displacement respectively by determining when the load deflection curve has become nonlinear with a line drawn from the origin with a 5% increase in compliance. Typically, equation 2 overestimates the fracture toughness because the two cantilever beams of the DCB specimen will have a finite rotation at the crack. The finite rotation can be corrected for by calculating ${\displaystyle G}$  with a slightly longer crack with length ${\displaystyle a+\Delta }$  giving

${\displaystyle G_{IC}={\frac {3P_{C}\delta _{C}}{2B(a+\Delta )}}}$  (3)

The crack length correction ${\displaystyle \Delta }$  can be calculated experimentally by plotting the least squares fit of the cube root of the compliance ${\displaystyle C^{1/3}}$  vs. crack length ${\displaystyle a}$ . The correction ${\displaystyle \Delta }$  is the absolute value of the x intercept. Fracture toughness can also be corrected with the compliance calibration method where ${\displaystyle G_{IC}}$  given by

${\displaystyle G_{IC}={\frac {nP_{C}\delta _{C}}{2Ba}}}$  (4)

where ${\displaystyle n}$  is the slope of the least squares fit of ${\displaystyle log(C)}$  vs. ${\displaystyle log(a)}$ .

#### Mode II interlaminar fracture toughness

Schematic of edge notch flexure test.

Mode II interlaminar fracture toughness can be determined by an edge notch flexure test specified by ASTM D7905.[16] The specimen is prepared in a similar manner as the DCB specimen introducing an initial crack with length ${\displaystyle a_{0}}$  before curing the polymer matrix. If the test is performed with the initial crack (non-precracked method) the candidate fracture toughness ${\displaystyle G_{Q}}$  is given by

${\displaystyle G_{Q}={\frac {3mP_{max}^{2}a_{0}^{2}}{2B}}}$

where ${\displaystyle B}$  is the thickness of the specimen and ${\displaystyle P_{max}}$  is the max load and ${\displaystyle m}$ is a fitting parameter. ${\displaystyle m}$  is determined by experimental results with a least squares fit of compliance ${\displaystyle C}$  vs. the crack length cubed ${\displaystyle a^{3}}$  with the form of

${\displaystyle C=A+ma^{3}}$ .

The candidate fracture toughness ${\displaystyle G_{Q}}$  equals the mode II fracture toughness ${\displaystyle G_{IIC}}$  if strain energy release rate falls within certain percentage of ${\displaystyle G_{Q}}$  at different crack lengths specified by ASTM.

## References

1. ^ Cantwell, W.J.; Morton, J. (1991). "The impact resistance of composite materials — a review". Composites. 22 (5): 347–362. doi:10.1016/0010-4361(91)90549-V.
2. ^ a b Bramfitt, B. L.; Marder, A. R. (1977). "A study of the delamination behavior of a very low-carbon steel". Metallurgical Transactions A. 8 (8): 1263–1273. doi:10.1007/bf02643841. ISSN 0360-2133.
3. ^ Dogan, Mizam (2011). "Delamination failure of steel single angle sections". Engineering Failure Analysis. 18 (7): 1800–1807. doi:10.1016/j.engfailanal.2011.04.009.
4. ^ a b "Layer Separation and Splitting". Prusa3D - 3D Printers from Josef Průša. 2019-01-04. Retrieved 2019-05-03.
5. ^ Barile, Claudia; Casavola, Caterina; Cazzato, Alberto (2018-09-18). "Acoustic Emissions in 3D Printed Parts under Mode I Delamination Test". Materials. 11 (9): 1760. doi:10.3390/ma11091760. ISSN 1996-1944. PMC 6165299. PMID 30231488.
6. ^ Wisnom, M. R. (2012-04-28). "The role of delamination in failure of fibre-reinforced composites". Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences. 370 (1965): 1850–1870. doi:10.1098/rsta.2011.0441. ISSN 1364-503X. PMID 22431760.
7. ^ Li, C. Q.; Zheng, J. J.; Lawanwisut, W.; Melchers, R. E. (2007). "Concrete Delamination Caused by Steel Reinforcement Corrosion". Journal of Materials in Civil Engineering. 19 (7): 591–600. doi:10.1061/(ASCE)0899-1561(2007)19:7(591). ISSN 0899-1561.
8. ^ "CIP 20 - Delamination of Troweled Concrete Surfaces" (PDF). NRMCA National Ready Mix Concrete Association. May 4, 2019.
9. ^
10. ^ "The Limitations of Tap Testing". carbonbikerepair.com.au. Retrieved 2019-05-16.
11. ^ ASTM ASTM D4580/D4580M - 12: Standard Practice for Measuring Delaminations in Concrete Bridge Decks by Sounding, West Conshohocken, PA: ASTM International, 2018
12. ^ Ahmadi, Hossein (December 2017). Concrete Bridge Deck Aging, Inspection and Maintenance (Master of Science thesis). University of Toledo.
13. ^ ASTM D2197 - 98: Standard Test Method for Adhesion of Organic Coatings by Scrape Adhesion, West Conshohocken, PA: ASTM International, 1998
14. ^ ASTM D4541 - 17: Standard Test Method for Pull-Off Strength of Coatings Using Portable Adhesion Testers, West Conshohocken, PA: ASTM International, 2017
15. ^ Zehnder, Alan (2012). Fracture mechanics. Springer. ISBN 9789400725959. OCLC 905283457.
16. ^ a b ASTM D7905/D7905M - 14: Standard Test Method for Determination of the Mode II Interlaminar Fracture Toughness of Unidirectional Fiber-Reinforced Polymer Matrix Composites, West Conshohocken, PA: ASTM International, 2014
17. ^ a b ASTM D5528 - 13: Standard Test Method for Mode I Interlaminar Fracture Toughness of Unidirectional Fiber-Reinforced Polymer Matrix Composites, West Conshohocken, PA: ASTM International, 2014