SAMPE Journal - May/June 2020 - 18

FEATURE / BONDED JOINTS
failure load. Load vs. end shortening curves are
presented in Figure 11. One can notice in this figure that the delamination grew gradually starting
from 87.41 kN. Delamination plots as a function
of load are also presented in Figure 11. The typical
failure mode (delamination between the face sheet
plies) of the test coupons and the modes simulated
by PFA are in excellent agreement as can be noticed
in Figure 12.
Hoop Edge-Wise Tension (HEWT) Coupons
The test stand for the HEWT coupon tests at Southern Research is shown in Figure 13. The sub-element coupons were gripped in the test machine
and pulled under tension loading until failure. The
joint testing included 10 pristine HEWT sub-element test coupons.
Progressive Failure Analysis of Pristine Coupon
Progressive failure analysis of HEWT was performed by adopting the damage model mentioned
in sub-section A for predicting in-plane failure
modes such as fiber and matrix damages. After
closer examination of loading and geometric configuration of the coupon, it was inferred that delamination between plies or any sub-assemblies
would be the primary mode of failure. Hence, the
finite element model was developed to simulate
fiber and matrix damages in the face sheet plies
as well as delamination between face sheet plies
and splice (doubler) plate plies. The finite element
model is presented in Figure 14 showing various
components of the joint and boundary conditions.
Delamination damage mode is simulated with the
help of built-in cohesive zone model (CZM) in Abaqus. Solid elements (C3D8) were used to discretize core, adhesive and gap filler regions. Face sheet
and splice plate were discretize using shell continuum (SC8R) elements and the cohesive layers are
discretized using COH3D8 elements.

Figure 11. Load vs. end shortening of HEWC PFA.

(a) Typical failure mode of
HEWC coupon

Figure 12. Typical failure mode of HEWC coupon.

Pristine Coupon Testing & PFA Correlation
Ten HEWT sub-element coupons were tested under a tensile load. Table 3 reports the failure modes
and failure load of all the 10 HEWT coupons along
with the axial strain at center of the joint before
failure. The failure modes of the tested coupons
were "Delam" (delamination between face sheet
plies) and NSF (net-section failure of doubler
plate). Four of the coupons failed due to "Delam"
on one side and NSF on the other side. Four of the
coupons failed due to NSF on both sides and two of
the coupons failed due to "Delam" on both sides.
The average failure load of the joint in tension is
66.785 kN. Additional information on the HT cou-

18

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SAMPE JOURNAL

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(b) Failure mode predictions from PFA

M AY/J U N E 2 0 2 0

Table 3. Test data of HEWT coupons.
Specimen ID

Test Failure Load (kips)

Failure Mode

CTE-300-1-HT-P-1

71.692

Delam/NSF

CTE-300-1-HT-P-2

61.239

Delam/NSF

CTE-300-1-HT-P-3

69.321

Delam/NSF

CTE-300-1-HT-P-4

57.840

Delam

CTE-300-1-HT-P-5

61.817

Delam

CTE-300-3-HT-P-1

69.686

NSF

CTE-300-3-HT-P-2*

67.595

NSF

CTE-300-3-HT-P-3

66.803

Delam/NSF

CTE-300-3-HT-P-4

70.687

NSF

CTE-300-3-HT-P-5

71.172

NSF

Average

66.785

w w w. s a m p e . o r g


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SAMPE Journal - May/June 2020

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