prSRPS EN 19101-2:2026

Eurocode 11 - Design of fibre-polymer composite structures – Part 2: Execution

Scope

1.1 Scope of EN 19100-2
(1) This document gives minimum requirements for execution of fibre-polymer composite structures (buildings and civil engineering structures) designed in accordance with EN 19101 (all parts) to ensure that what is built meets the requirements for mechanical resistance, serviceability, durability and fire performance.
NOTE In this document, fibre-polymer composite materials are referred to as composite materials or as composites.
(2) This document gives guidance on production and permitted geometrical deviations during execution.
(3) This document relies on an execution specification which states all the specific requirements relevant for the execution of a particular structure.
(4) For products covered by a European technical product specification, this document only covers those aspects of fabrication such as cutting, machining, drilling, bolting and adhesive bonding after placement of the products on the market.
(5) This document does not cover:
a) Design and detailing rules;
b) Secondary members which are not designed in accordance with EN 19101-1-1 and EN 19101-1-2;
c) Temporary works (such as formwork, scaffolding, propping, shoring, etc.);
d) Specification, production and conformity of composite members in accordance with European technical product specifications;
e) Permitted geometrical deviations required for appearance, thermal or sound insulation;
f) Contractual aspects, responsibilities of the various parties, competency requirements or the degree of independence of the personnel undertaking the inspection;
g) Health and safety requirements during execution.

1.2 Assumptions
(1) It is recognized in this document that areas such as detailed requirements for competence of personnel, and details related to the Quality Management are within the competence of the CEN Member States.
(2) Before the execution begins on a part of the structure, it is assumed that the following elements are available on-site:
a) the drawings and specification of that part;
b) the execution specification, if required.
(3) Before the start of the execution, it is assumed that the execution specification has been checked for completeness.
(4) It is assumed that previous works (such as foundations) has been inspected, and that works have been carried out which needed to be done due to deviations greater than those expected from design and/or execution rules specific to this previous works or, when clearly stated in the design specifications