Ubicación: Global + English
Global Global Algérie Français Algeria English Angola Português Angola English Argentina Español Argentina English Australia English Austria Deutsch Austria English Azerbaijan English Azerbaijan Русский Bahrain English Bangladesh English Belgium English Belgium Français Belgium Nederlands Brazil Português Brazil English Bulgaria български Bulgaria English Cameroon English Cameroon Français Canada English Canada Français Chile Español Chile English China 中文 China 日本語 China English Colombia Español Colombia English Croatia English Czech Republic Čeština Czech Republic English Denmark English Djibouti English Ecuador Español Ecuador English Egypt English Estonia English Ethiopia English Finland Suomi Finland English France Français France English Georgia English Georgia Русский Germany Deutsch Germany English Ghana English Greece Ελληνικά Greece English Guatemala Español Guatemala English Hong Kong, China English Hong Kong, China 中文 Hungary Magyar Hungary English India English Indonesia English Iraq English Ireland English Italy Italiano Italy English Ivory Coast Français Ivory Coast English Japan 日本語 Japan English Jordan English Kazakhstan Русский Kazakhstan English Kenya English Kuwait English Kyrgyzstan Русский Kyrgyzstan English Latvia English Lithuania English Malaysia English Mauritius English Mauritius français (Maurice) Mexico Español Mexico English Moldova Română Moldova English Mongolia English Morocco English Morocco Français Mozambique Português Mozambique English Netherlands Nederlands Netherlands English New Zealand English Nigeria English Norway English Oman English Pakistan English Paraguay Español Paraguay English Peru Español Peru English Philippines English Poland Polski Poland English Portugal Português Portugal English Qatar English Republic of Korea 한국어 Republic of Korea English Romania Română Romania English Saudi Arabia English Serbia Српски Serbia English Singapore English Slovakia English Slovenia English South Africa English Spain English Spain Español Sri Lanka English Sweden English Switzerland Deutsch Switzerland Français Switzerland Italiano Switzerland English Tanzania English Thailand ไทย Thailand English Togo English Togo Français Tunisia English Tunisia Français Türkiye Türkçe Türkiye English Turkmenistan Русский Turkmenistan English Ukraine Українська Ukraine English United Arab Emirates English United Kingdom English Uruguay Español Uruguay English USA English Uzbekistan English Uzbekistan Русский Vietnam Tiếng Việt Vietnam English

Rubber Ozone Dynamic Tensile Testing: Principles, Standards, and Applications

Rubber ozone dynamic tensile testing is a critical accelerated aging method used to evaluate the resistance of elastomeric materials to ozone-induced cracking under cyclic strain conditions. This test simulates real-world service environments where rubber components such as seals, hoses, and tires undergo repeated deformation while exposed to atmospheric ozone. This article provides a comprehensive technical overview of the testing principles, applicable international standards, sample requirements, test procedures, and evaluation criteria.

Technical Overview

Ozone, even at very low concentrations in the atmosphere (typically 1 to 10 parts per hundred million, pphm), can chemically attack the carbon-carbon double bonds present in unsaturated diene rubbers such as natural rubber (NR), styrene-butadiene rubber (SBR), butadiene rubber (BR), nitrile rubber (NBR), and polychloroprene (CR). When a rubber specimen is simultaneously subjected to tensile stress, ozone attack initiates surface cracks that grow perpendicular to the direction of strain. These cracks can propagate rapidly and ultimately cause catastrophic failure of rubber components.

Dynamic tensile ozone testing exposes rubber specimens to a controlled ozone atmosphere while the specimens are subjected to cyclic (intermittent or continuous) tensile strain. Compared with static strain testing, the dynamic method more accurately reproduces the mechanical conditions experienced by flexing components such as tire sidewalls, door seals, and suspension bushings, where periodic deformation continuously exposes fresh rubber surfaces to ozone attack. The principal standards governing this test include ISO 1431-1 (Rubber, vulcanized or thermoplastic — Resistance to ozone cracking — Part 1: Static and dynamic strain testing), ASTM D1149 (Rubber Deterioration — Cracking in an Ozone Controlled Environment), and the Chinese national standard GB/T 13642 for dynamic ozone aging of vulcanized rubber. Ozone concentration verification is typically performed in accordance with ISO 1431-3.

Testing Samples

Standard Dumbbell Specimens

Dumbbell-shaped tensile specimens are the most common sample type. They are die-cut from compression- or injection-molded test sheets with a standard thickness of 2 mm ± 0.2 mm, prepared in accordance with ISO 23529 or equivalent practice. The narrow central section ensures a uniform strain distribution during cyclic elongation.

Strip Specimens

Rectangular strip specimens, typically 10 mm to 25 mm in width and cut to a suitable gauge length, may be used for screening tests or when material quantity is limited. Edges must be cut cleanly and free of nicks, since edge defects act as crack initiation sites.

Finished Product Specimens

Sections cut directly from manufactured articles such as extruded seals, hoses, belts, or gaskets can be tested to evaluate the ozone performance of the actual commercial product, including the effectiveness of its protective wax and antiozonant system in the final compound.

Prior to testing, specimens should be conditioned for at least 24 hours at 23 °C ± 2 °C and 50% ± 5% relative humidity. Specimens should not be handled with bare hands, and any surface bloom of antiozonant or wax must not be wiped off, as it is part of the protective system being evaluated.

Testing Items

Dynamic ozone tensile testing typically reports the following parameters:

  • Time to first visible crack appearance at a specified magnification
  • Crack severity grade (number, length, and depth of cracks according to a defined rating scale)
  • Crack growth behavior under continued cyclic exposure
  • Retention of tensile strength and elongation at break after a defined exposure period
  • Comparison of protective systems (chemical antiozonants versus physical wax protection)
  • Pass/fail judgment against a specified acceptance criterion, for example no cracks after 72 hours at 50 pphm ozone

Testing Methods

Test Apparatus and Environmental Conditions

The test is conducted in a sealed ozone aging chamber equipped with an ozone generator (ultraviolet lamp or silent electrical discharge type) and a concentration monitoring device, usually an ultraviolet photometric analyzer. The atmosphere inside the chamber must be free of direct light and maintained under the following typical conditions:

  • Ozone concentration: 50 pphm ± 5 pphm (higher levels such as 100, 200, or 500 pphm may be used for accelerated screening)
  • Temperature: 40 °C ± 2 °C
  • Controlled air flow rate and regular air exchange to prevent ozone depletion
  • No condensation on specimen surfaces

Dynamic Strain Parameters

Specimens are clamped in a dynamic straining fixture that applies cyclic elongation between specified limits. Commonly applied parameters include:

  • Cyclic elongation range: for example, 0% to 10%, 5% to 15%, or other strain amplitudes defined by the specification
  • Cyclic frequency: typically 0.5 Hz (30 cycles per minute) unless otherwise specified
  • Continuous cycling or intermittent cycling with defined rest periods

Test Procedure

Specimens are mounted in the straining fixture, the specified cyclic strain is applied, and the assembly is placed in the ozone chamber once the target concentration and temperature have stabilized. Specimens are inspected at defined intervals (for example, 2, 4, 8, 24, 48, and 72 hours) under a 2× to 7× magnifier, avoiding removal-induced artifacts by observing specimens inside the chamber whenever possible. The exposure continues until the specified duration is reached or until the acceptance criterion is violated.

Evaluation and Acceptance Criteria

Cracks are assessed by their number, length, and severity using a numerical rating scale, with results reported against the agreed pass/fail threshold. For quality control purposes, a common specification requires that no cracks visible at 2× magnification appear after 72 hours of dynamic exposure at 50 pphm ozone and 40 °C. Test reports should document the rubber grade, specimen type and dimensions, ozone concentration and its verification method, temperature, strain amplitude and frequency, exposure duration, inspection schedule, and crack ratings with time of appearance.

Applications

Dynamic ozone tensile testing is widely applied across industries where elastomeric components experience cyclic flexing in outdoor or ozone-rich environments:

  • Automotive: door and window weatherstrips, engine bay hoses, drive belts, air springs, bushings, and tire sidewalls
  • Aerospace and rail: sealing systems and gaskets exposed to high-altitude or tunnel ozone concentrations
  • Wire and cable: ozone-resistant sheathing compounds, particularly near electrical equipment that generates ozone through corona discharge
  • Industrial rubber goods: conveyor belts, diaphragms, expansion joints, and protective boots
  • Material development: qualification of antiozonant and wax packages, compound benchmarking, incoming material verification, and accelerated service-life estimation

FAQ

What is the difference between static and dynamic ozone testing?

In static ozone testing, specimens are held at a fixed elongation, such as 20%, throughout the exposure. In dynamic testing, specimens are cyclically strained between defined elongation limits. Dynamic testing better represents flexing service conditions because cyclic deformation repeatedly breaks the protective wax film and exposes fresh rubber surfaces, making it a more severe and realistic assessment for moving parts.

Which rubbers require ozone resistance testing?

Unsaturated diene rubbers such as NR, SBR, BR, NBR, and CR are inherently susceptible to ozone cracking and require testing. Saturated or low-unsaturation polymers such as EPDM, IIR, silicone rubber, and fluoroelastomers exhibit excellent natural ozone resistance and are often selected specifically for ozone-critical applications.

What ozone concentration and temperature are typically used?

The most common reference condition is 50 pphm ozone at 40 °C, as specified in ISO 1431-1, ASTM D1149, and GB/T 13642. Higher concentrations such as 100, 200, or 500 pphm may be used for accelerated screening, provided the results are interpreted with care.

How long does a typical test take?

Standard exposure durations range from 24 to 168 hours, with 72 hours being the most frequently specified period for pass/fail qualification. The test may be terminated earlier if cracks exceeding the acceptance limit appear.

Can finished products be tested instead of molded sheets?

Yes. Sections cut from finished articles such as seals and hoses can be mounted in the dynamic fixture, provided the specimen geometry permits uniform strain. Testing actual products evaluates the complete protective formulation as it exists in service, including processing effects.

How can ozone test results be improved?

Ozone resistance is enhanced by incorporating chemical antiozonants (such as p-phenylenediamine derivatives), microcrystalline waxes that bloom to form a protective surface film, blending with ozone-resistant polymers such as EPDM, or switching to inherently saturated elastomers. Dynamic ozone tensile testing is the standard method for verifying the effectiveness of these protection strategies under cyclic strain.

Why Choose ZKGX?

  • State-of-the-art analytical equipment
  • Highly qualified scientific team
  • Fast turnaround time
  • Competitive pricing