Resources & Testing

Salt Spray Resistance

ASTM B117-16

1000 Hours of exposure

No deleterious effects

Density of Sandwich Core

ASTM C271/C271M-16

12’’ X 12’’ X 0.6’

327 kg/m3 (20.42 lbs/ft3)

Shear Stress and Shear Modulus

ASTM C273/C273M-18

Compressive force applied until rupture

Ultimate Core shear strength = 1.01 MPa (147 psi)
Core shear Modulus = 10.9 MPa (1583 psi)

Flatwise Tensile Bond Strength

ASTM C297/C297M-16

Load was applied to the top and bottom layers of the composite panel

1.52 MPa (220 psi)

Edgewise Compressive Strength

ASTM C364/C364M-16

Compressive load was applied at a rate of 0.02 in/min

Ultimate Compressive Strength = 37.85 MPa (5490 psi)

Flatwise Tensile Bond Strength

ASTM C365

Load was applied to the top and bottom layers of the composite panel

1.52 MPa (220 psi)

Shear Strength by Beam Flexure

ASTM C393/C393M-16

Loaded in flexure with facing side in tension at a cross head speed of 0.025 in/min.

Maximum Core Shear Strength = 0.94 MPa (137 psi)

Facing Bending Stress = 8.14 MPa (1180 psi)

Flexure Creep Evaluation

ASTM C480/C480M-16

Midspan loading setup was used with facing side in tension at a cross head speed of 0.025 in/min. until achieved.

Net Creep (in/day) Facing – 0.029.

Laboratory Aging of Sandwich Construction

ASTM C481-99 (Reapproved 2016)

Procedure A, for six repetitions of following load cycle is applied: Immerse in water at 50 °C for 1h Spray with steam at 95 °C for 3h Store at -12 °C for 20h Heated at 100 °C for 3h Spray with steam at 95 °C for 3h Heat in dry air at 100 °C for 18h

ASTM C273; C297; C364; C393 tests were reconducted after aging: the variation was +1.36 %, -5.90%; +2.55%; -7.95%

Note: Positive variation indicates no decrease in strength after aging.

Resistance to Rapid Freezing and Thawing

ASTM C666/C666M-15

200 cycles of rapid freeze and thaw (4 °C to – 18 °C)

No visible change to facing, aluminium, or adhesive

Flexural Strength

ASTM C880/C880M-15

Tested a Composite panel with Mitrex panel

22.83 MPa (3311.21 psi)

Tensile Properties of Adhesive Bond

ASTM C897-08 (2016)

The adhesive bond never failed

No Failure

Screw Withdrawal Test

ASTM D1761

Testing Speed: 2.5 mm/min

2124 N

Damage Resistance Testing of Sandwich Constructions

ASTM D7766/D7766M-16

Load was applied at the specimen midpoint through a 0.5 in. diameter hemispherical steel indenter at a constant rate of 0.01 in/min until a drop-in load was observed.

No panel deformation

Air Leakage Resistance

ASTM E283-04 (2012)

Air infiltration and exfiltration tests were performed using test pressure of 75 Pa (1.57 psf). The maximum air leakage rate was calculated and compared to the allowable air leakage.

Passed the test infiltration rate = 0.00 L/s.m2 (0 cfm/ft2) & exfiltration rate = 0.01 L/s.m2 (0.002 cfm/ft2) at 75 Pa test pressure

Static Pressure

ASTM E330-00 (2016)

The test specimen was also tested to failure with both positive and negative loads. The specimen only showed a permanent deflection of 0.10 mm with a test load of + 5760 Pa (120 psf). The specimen failed at -5006 Pa, the rivets at the backside of the specimen failed.

All the panels tested met or exceeded requirements

Uniform Static Deflection

ASTM E330-02

The test specimen was tested to ±3840 Pa (80.2 spf) to examine the deflection of 2440 mm panel, the specimen showed a maximum net deflection of 4.14 mm under positive test pressure and 4.93 mm under negative load.

No failure or permanent damage

Large Missile Impact Test

ASTM E1996-14a

Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Windborne Debris in Hurricanes.

Passed the test. A weighted 2×4 was fired at the Mitrex panel at 50 fps.

Fluorescent Ultraviolet Radiation Exposure

ASTM G154 -16

2000 hours of UV exposure

No visible change to Glass, aluminium, or adhesive

Thermal Resistance

ASTM 1363-11

Thermal Performance of Building Materials and Envelope Assemblies by Means of a Hot Box Apparatus

0.20 m2 °C/W (1.12 hr-ft2-oF/BTU)

Linear Thermal Expansion

ISO 10545-8

Tested from room temperature to 100 °C

11.28 × 10-6 per °C

Cyclic Pressure Loading

ASTM E1886-13a

Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials

Passed the test. Over 3,500 positive and negative pressure cycles were applied at ± 2880 Pa (60 psf), equivalent wind load of 165 mph.

Water Penetration Resistance

ASTM E331-00(2016)

During the 15-minute test period, using a pressure differential of 720 Pa (15.0 psf), there was no water leakage observed.

No water leakage

Tunnel Test

ASTM E84

Sample passed the test with Flame Spread Index = 0; smoke developed index = 0.

Non-Combustibility in Building Materials

ASTM E136

Mitrex sample passed the test requirements.
There was no visible smoke or flame. The sample did not have a maximum temperature rise of more than 96.8ºC on the indicating thermocouple. The samples did not loose more than 20% of their original mass.

Multi-Story Fire Test

NFPA 285

Passed.

Fire Endurance Tests of Building Construction and Materials

ASTM E119

1hr Fire Exposure – The Mitrex Material did not affect the fire rated wall assembly.

Standard Method Fire Test of Exterior Wall Assemblies

S134

Passed.

Fire Classification of Construction Products and Building Elements

EN13501

Rating: A2-s1,d0

MQT 01 Visual Inspection

To detect any visual defects in module:

• Broken, cracked, or torn external surfaces.
• Bent or misaligned external surfaces, including superstrates, substrates, frames and junction boxes to the extent that the operation of the PV module would be impaired.
• Bubbles or delamination’s forming a continuous path between electric circuit and the edge of the module.
• If the mechanical integrity depends on lamination or other means of adhesion, the sum of the area of all bubbles shall not exceed 1% of the total module area.
• Evidence of any molten or burned encapsulant, back sheet, front sheet, diode or active PV component.
• Loss of mechanical integrity to the extent that the installation and operation of the module would be impaired.
• Cracked/broken cells which can remove more than 10% of the cell’s photovoltaic active area from the electrical circuit of the PV module.
• Voids in, or visible corrosion of any of the layers of the active (live circuitry of the module extending over more than 10% of any cell.
• Broken interconnections, joints or terminals.
• Any short-circuited live parts or exposed live electrical parts.
• Module markings (label) are no longer attached, or the information is unreadable.

MQT 02 Maximum Power Determination

Checking the functionality of module and maximum power by checking the I-V curve.

MQT 03 Insulation Test

HiPot test with voltage of 3000V for PV modules with voltage system of 1000V for 1 min. again another HiPot test for 2 min with 1000V (system voltage).

MQT 04 Measurement of Temperature Coefficients

Determining temperature coefficients of current, voltage and peak power from module measurement.

MQT 05 Measurement of Nominal Module Operating Temperature (NMOT)

Determining the solar module characteristics (Voc, Isc and Pmax) in 800 W/m2, 20 degree and wind speed of 1m/s.

MQT 06 Performance at STC and NMOT

Checking the short circuit current (Isc) and open circuit voltage (Voc) and IV-curve and comparing with the rating with tolerances for both STC (1000 W/m2 , 25 degree and AM = 1.5) and NMOT (800 W/m2, 20 degree and wind speed of 1 m/s) conditions.

MQT 07 Performance at Low Irradiance

Determining the current-voltage characteristics of module at 25 degree and low irradiance of 200 W/m2 and having IV curve result.

MQT 08 Outdoor Exposure Test

Installing the module outdoor with load around its maximum power for at least 60 kWh/m2. No defect should be found.

MQT 09 Hot-Spot Endurance Test

Determining ability of module against hot-spot effects like solder melting or deterioration caused by faulty cells, mismatched cells, shadowing, or soiling. Using I-V curve tracer and IR scan to check the hot-spot by making shadow for every single cell.

MQT 10 UV Preconditioning Test

Install the module in a chamber with only UV light (between 280nm to 320 wavelength and 320 to 400nm) with maximum 250W/m2 and short-circuited module (or with load in maximum power) at the 60 degree temperature. Subject the module to total UV irradiance of at least 15kWh/m2 in the wavelength range between 280 to 400nm.

MQT 11 Thermal Cycling Test

Testing the module by changing the temperature repeatedly. Module to be installed in the chamber with a temperature sensor attached to its middle. The temperature should change with no more than 100 degree per hour and stay at -40 and 85 for at least 10 min. during the test, module will carry the current when the temperature increases from -40 to 80 degree only. Below process will be taken 50 or 200 times.

MQT 12 Humidity Freeze Test

Testing the module in high temperature and humidity followed by sub-zero temperature. Temperature will arise to 85 degree at maximum 100 degree per hour and keep the module for 20h in humidity of RH 85%. Then cool down to zero and then -40 degree by the speed of max 100 and 200 degree per hour. And keep for 30 min. do this process for 10 cycles.

MQT 13 Damp Heat Test

Testing the ability of module for long term humid environment. The module will be at 85-degree temperature and 85 percent relative humidity and keep it there for 1000 h (or 200 h for another test) and no defect should be found.

MQT 14 Robustness of Terminations

Checking capability of withstanding of cables and termination attachments against stresses. Force of 40N for 10s in different direction will be applied to junction box to test its retention on module surface. Cable will be pulled 50 times for 1s in the direction or the axis and then torque test will be applied for 1 min.

MQT 15 Wet Leakage Current test

Putting module in the tank of required solution to a depth sufficient to cover all surfaces (except junction box not designed for immersion). Then doing HiPot test for 2 min at system voltage (1000V).

MQT 16 Static Mechanical Load Test

Testing ability of withstanding with minimum static load. During the test electrical continuity of internal circuit should be monitored. Fixing the module on mounting base and applying 1 hour of 1.5 times of design load (per manufacturer) in front and back of the module respectively for three cycles.

MQT 17 Hail Test

Testing the effect of hitting hail on the module surface (different location). Module will be installed on 90 degree tilt and room temperature. 11 hail ball at the diameter of minimum 25mm and speed of minimum 23 m/s will be fired through launcher. No major defect should be found.

MQT 18 Bypass Diode Testing

Checking the forward voltage of diode with short circuit current in 30, 50, 70 and 90 degree Celsius, then keep the current 100% and 125% of short circuit current for one hour and check the forward voltage at 75 degree. Then checking the functionality of diode after test. It could be done by successive IV-Curve tracer at maximum power by having shaded the strings to turn the diode ON or connecting the IV-Curve tracer in reverse polarity to turn the diode ON.

MQT 19 Stabilization

Checking the power of module to make sure it is stabilized electrically. The power testing on three consecutive should follow below relation:
(Pmax – Pmin) / Paverage < x

Stabilization will be done in the beginning to check the label of each module and at the end of test to make sure degradation did not effect on the modules.

IEC classified the tests in few categories just to have better view on all tests as follow:

• Environmental stress tests (MST 51, MST 52, MST 53, MST 54, MST 55, MST 56)
• General inspection tests (MST 01, MST 02, MST 03, MST 04, MST 05, MST 06, MST 07)
• Electrical shock hazard tests (MST 11, MST 12, MST 13, MST 14, MST 16, MST 17, MST 42)
• Fire hazard tests (MST 21, MST 22, MST 23, MST 24, MST 25, MST 26)
• Mechanical stress tests (MST 32, MST 33, MST 34, MST 35, MST 36, MST 37, MST 42)

MST 01 Visual Inspection

Checking any visual defect or change in the module; (marking, sharp edge, bubbles, crack, delamination, bent, mechanical integrity, …)

MST 02 Performance at STC

Checking the short circuit current (Isc) and open circuit voltage (Voc) and comparing with the rating with tolerances (same as MQT 06)

MST 03 Maximum Power Determination

Checking the functionality of module and maximum power by checking the I-V curve (same as MQT 02)

MST 04 Insulation Thickness Test

Checking the thickness of insulation thin layers (back sheet) in three points as worst cases at solder connection, edge of frameless PV modules, laminator membrane indents. The measurement should be bigger than requirement (0.15mm+tolerance%)

MST 05 Durability of Marking

Checking durability and legibility of markings on the solar panels with medium pressure 15 second by hand and cloth soaked with water and again with petroleum spirits.

MST 06 Sharp Edge Test

Accessible part of solar modules should be smooth and free from sharp edges, burrs, …

MST 07 Bypass Diode Functionality Test

Checking the functionality of diode after test. It could be done by successive IV-Curve tracer at maximum power by having shaded the strings to turn the diode ON or connecting the IV-Curve tracer in reverse polarity to turn the diode ON. (Same as MQT 18.2)

MST 11 Accessibility Test

Checking the insulation resistance off all part of module that may be accessible to the live part by cylindrical test fixture at the pressure of 10N and at all time the resistance should be higher than 1M.

MST 12 Cut Susceptibility Test

Testing withstanding of polymeric material surface of module with specific fixture with force of 9N.

MST 13 Continuity Test of Equipotential Bonding