ISO 10406-1-2015 pdf free.Fibre-reinforced polymer (FRP) rein forcement of concrete – Test methods – Part 1: FRP bars and grids.
This part of ISO 10406 specifies test methods applicable to fibre-reinforced polymer (FRP) bars and grids as reinforcements or pre-stressing tendons in concrete.
2 Normative references
The following documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies.
ISO 291:2008, Plastics — Standard atmospheres for conditioning and testing
ISO 3611, Geometrical product specifications (GPS) — Dimensional measuring equipment: Micrometers for external measurements — Design and metrological characteristics
ISO 4788, Laboratory glassware — Graduated measuring cylinders
ISO 7500-1, Metallic materials — Verification ofstaticuniaxialtesting machines— Part 1: Tension/compression
testing machines — Verification and calibration of the force-measuring system
ISO 13385-1, Geometrical product specfications (GPS) — Dimensional measuring equipment — Part 1:
Callipers; Design and met rological characteristics
3 Terms, definitions, and symbols
3.1 Terms and definitions
For the purposes oithis document, the tollowing terms and delinitions apply.
3.1.1 alkalinity condition of having or containing hydroxyl (01-I-) ions; containing alkaline substances
Note 1 to entry: In concrete, the initial alkaline environment has a p1-i above 13.
3.1.2 anchorage reinforcement latticed or spiral reinforcing steel or FRP connected with the anchorage and arranged behind it
3.1.3 anchoring section end part of a test piece where an anchorage is fitted to transmit loads from the testing machine to the test section
3.1.4
average load
<stress> average of the maximum and minimum repeated load (stress)
3.1.5 bending angle angle formed by the straight sections of a test piece on either side of the deflector
3.1.6 bending diameter ratio ratio of the external diameter of the deflector surface in contact with the FRP bar, and the nominal diameter of the FRP bar
3.1.7 bending tensile capacity tensile load at the moment of failure of the test piece
3.1.8 coefficient of thermal expansion average coefficient of linear thermal expansion between given temperatures
Note ito entry: The average of the given temperatures is taken as the representative temperature.
3.1.9 continuous fibre general term for continuous fibres of materials such as carbon, aramid. and glass
3.1.10 coupler device coupling tendons
3.1.11 creep failure capacity load causing failure after a specified period of time trom the start of a sustained load
Note I to entry: In particular, the load causing failure after 1 million hours is referred to as the million-hour creep failure capacity.
3.1.12 creep failure strength stress causing failure after a specified period of time from the start of a sustained load.ISO 10406-1 pdf free download.
Tags: Fibre-reinforced polymer (FRP) rein forcement of concrete
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