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Construction Materials Testing · Construction

Fire Resistance

EN 1363-1 (fire resistance tests — general requirements)EN 1364 series (non-loadbearing elements)EN 1365 series (loadbearing elements)EN 1634 series (door and shutter assemblies)EN 13501-2 (fire resistance classification)
Construction Materials Testing laboratory work

What Is Fire Resistance?

The fire resistance test measures how long a building element maintains its function in a furnace heated according to a standard fire curve. Performance is given by three criteria: load-bearing capacity (R), integrity (E) and insulation (I). The result is expressed with these letters and a duration in minutes.

Purpose of Fire Resistance

The purpose is to show that the structure remains standing for a defined period during a fire, that flame and hot gas do not pass through the compartment, and that the far surface does not reach a hazardous temperature. This duration is the time set aside for evacuation and firefighting response.

Which Products Is Fire Resistance Applied To?

  • Fire doors and partition walls
  • Load-bearing columns, beams and floors
  • Suspended ceiling and facade systems
  • Ventilation ducts and dampers
  • Fire-protective paints and coatings

In Which Sectors Is Fire Resistance Used?

ConstructionConstructionCementPublic SectorInfrastructure

Standards Related to Fire Resistance

  • EN 1363-1 (fire resistance tests — general requirements)
  • EN 1364 series (non-loadbearing elements)
  • EN 1365 series (loadbearing elements)
  • EN 1634 series (door and shutter assemblies)
  • EN 13501-2 (fire resistance classification)

Fire Resistance Conditions

Heating curve
Standard temperature–time curve defined in EN 1363-1
furnace pressure
Pressure condition defined in the standard
Criteria
Carrier capacity (R), integrity (E), insulation (I) and additional criteria if necessary
Specimen
Full size element representing actual application

Equipment for Fire Resistance

  • Fire test furnace (vertical and/or horizontal)
  • Furnace temperature control system and plate thermometers
  • Sample surface temperature measurement thermocouples
  • Displacement measurement system
  • Cotton pad and gap gauges (integrity assessment)

Sample Requirements for Fire Resistance

  • The sample must be taken so as to represent the batch and in accordance with the sampling rules of the relevant standard.
  • The sampling date, location and the person who took the sample must be recorded.
  • Samples requiring curing or conditioning must be stored under the defined conditions.
  • The number of samples must meet the minimum required by the standard.
  • The sample must not be damaged during transport.

Duration of Fire Resistance

The test lasts as long as the targeted classification duration and is generally completed within a day. Manufacturing the sample, placing it in the furnace, and curing are added before this; total duration can reach weeks.

Fire Resistance Procedure

  1. 1The sample is manufactured with actual application details and placed in the furnace frame.
  2. 2Thermocouples and measurement setups are positioned per the standard.
  3. 3A test load is applied to loadbearing elements.
  4. 4The furnace is heated according to the standard temperature-time curve.
  5. 5Load-bearing capacity, integrity and insulation criteria are continuously monitored.
  6. 6The moment the first criterion is no longer met is recorded.
  7. 7The result is classified per EN 13501-2.

Fire Resistance Acceptance Criteria

The acceptance class does not come from the test method but from the product standard and the project: concrete class, reinforcement class, aggregate category, or fire performance class is defined in the specification. The report gives the measured value; the conformity decision is made against the relevant product standard.

Evaluation of Results

Performance is determined by how long each criterion is maintained and classified per EN 13501-2 (e.g. an EI 60 designation). Which class is required is determined by the Regulation on Fire Protection of Buildings and the project; the laboratory measures the class, it does not define the requirement.

Fire Resistance Report

  • Sample description, sampling location and date
  • Sampling method and witness sample information, if any
  • Standard and test conditions applied
  • Sample dimensions, curing conditions and age information
  • Measured values and calculated results
  • Failure mode or damage description (where applicable)
  • A statement that the result applies only to the specimen submitted for testing

Accreditation

EUROLAB holds internationally recognised accreditation obtained from accreditation bodies party to the IAF and ILAC multilateral recognition arrangements, under ISO/IEC 17025 for laboratory testing, ISO/IEC 17020 for inspection and surveillance, and ISO/IEC 17021-1 and ISO/IEC 17065 for system and product certification. This chain ensures the reports and certificates issued are accepted worldwide.

Whether this test can be offered within accredited scope depends on your product and the standard applied; since accreditation is method-based, the scope is confirmed in writing at the quotation stage.

Scope and authorisations

Related Regulations

  • EU 305/2011 Construction Products Regulation (CPR)
  • Construction Products Regulation (Turkey)
  • TS 500 / Requirements for Design and Construction of Reinforced Concrete Structures
  • Turkish Building Earthquake Code

Construction Materials Testing — What Does This Testing Field Cover?

The section below describes the field that the Fire Resistance test belongs to; the conditions and acceptance criteria of this particular test are given in the sections above. The scope specific to your product is confirmed in writing at the quotation stage.

Construction materials testing shows whether a product performs the function it takes on within the structure. A wide field is gathered in this family, from the compressive strength of concrete to the thermal transmittance of glass, from sieve analysis of aggregate to the watertightness of windows.

What sets this family apart from the others is that the result turns directly into a REGULATORY DECLARATION. For products covered by construction products legislation a declaration of performance (DoP) is mandatory, and every essential characteristic in the declaration rests on a test result. Reaction-to-fire class, thermal conductivity, compressive strength, water permeability and release of dangerous substances are declared in this way. The declaration is a legal text carrying the manufacturer's signature; the test record behind it is the first document requested in an inspection.

The second distinguishing feature is that the product is assessed over its SERVICE LIFE. An electronic device runs for five years; a building component stays in place for fifty and is exposed throughout that time to freeze-thaw cycles, UV, moisture, chemical attack and load. Durability tests (freeze-thaw, carbonation, alkali-silica reaction, ageing) therefore carry as much weight in this field as classical strength tests.

Tests are separated by material type and each group has its own set of standards: cement and concrete, aggregate, masonry units, wood-based panels, thermal insulation, glass and glazing units, ceramic tiles, floor coverings, screeds, joint fillers and coating systems. Where the product will be installed determines which set applies — the same panel is assessed against different standards on a wall and on a floor.

Factory production control (FPC) is a continuous component of the field. CE marking on a construction product is not obtained with a single test and then left; the manufacturer must set up a system showing that it monitors production consistency, takes samples regularly and intervenes when there is a deviation. Depending on the product group, this system may have to be audited by a notified body.

Site testing is a separate body of work. In the laboratory the product is approved; on site it is checked that the product really is of the declared class and that it has been applied correctly. Fresh concrete slump, cylinder sampling, aggregate sieve analysis and in-situ watertightness tests fall within this scope.

Method groups in this field

  • Concrete and cement

    Slump, air content and unit weight in fresh concrete; compressive and flexural strength, water permeability and freeze-thaw resistance in hardened concrete. For cement, compressive strength, setting time and composition analysis.

  • Aggregate

    Sieve analysis, particle shape, Los Angeles abrasion resistance, freeze-thaw, alkali reactivity and density/water absorption.

  • Thermal and energy performance

    Thermal conductivity and thermal resistance, calculation of thermal transmittance (U value) in glazing units, solar energy transmittance.

  • Facade and joinery

    Air permeability, watertightness and wind load resistance in windows and doors; fire performance in facade systems.

  • Fire performance

    Reaction-to-fire classification and fire resistance tests; these are two separate concepts and are addressed by separate standards.

  • Masonry, tile and flooring

    Compressive strength, water absorption, abrasion resistance, slip resistance, stain and chemical resistance.

  • Emissions and dangerous substances

    Formaldehyde release from wood-based panels, VOC emissions from construction products, leaching behaviour of aggregates and waste.

Commonly confused in this field

  • REACTION to fire and RESISTANCE to fire are different concepts: one describes the material's contribution to a fire, the other how long a component holds the fire back.
  • A declaration of performance is not a certificate; it is the manufacturer's declaration. Notified body involvement varies with the product group and the assessment system.
  • A test result is valid for the mounting arrangement in which the product was tested. A different substrate, a different thickness or a different joint detail may require reassessment.
  • A site sample and a laboratory sample are not the same thing. A concrete cylinder taken on site also reflects application and curing conditions; it does not replace product approval.
  • ASTM and EN construction standards measure similar quantities with different specimens and scales; the results cannot be converted one-to-one.

Which decisions these results support

  • Declaration of performance (DoP) and CE marking
  • Establishing and maintaining the factory production control system
  • On-site conformity control of concrete, aggregate and workmanship
  • Meeting fire and energy performance requirements
  • Verifying the technical items in the project and tender specification

Related Tests

Frequently Asked Questions About Fire Resistance

What do R, E and I mean?

R shows that load-bearing capacity is maintained, E that flame and hot gas do not pass to the far side, and I that the far surface does not exceed the defined temperature rise. An element can satisfy some or all of these.

Is the test result valid for every installation configuration?

No. The result belongs to the construction detail submitted for testing. A different installation, a different frame, or a different additional material requires an extended application (EXAP) assessment or a new test.

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