English Version
Design offibre-polymerpositestructures
Calcul des structures en materiaux posites
Bemessung von Tragwerken aus Faserverbund-Kunststoffen
This Technical Specifiation (CEN/TS) was approved by CEN on 22 August 202 for provisional application.
The period of validity of this CEN/TS is limited initialy to three years. After two years the members of CEN wil be requested to submit their ments particularly on the question whether the CEN/TS can be converted into a European Standard.
eu pu uee em s us so ausxa une pnbau e saqua available promptly at ational level in an appropriate form It is permissible to keep conlicting national standards n force inparallel to the CEN/TS) until the final decision about the posible conversion ofthe CEN/TS into an EN is reached.
CEN memers are the ational standards odies of Austria Blgium ugaria Croatia yprus zech Republi enmark Estoni Finland France Germany Greece Hungary Iceland reland Italy Latvia Lithuania Luxembourg Malta etherlands Norway Poland Portugal Republic of North Macedonia Romania Serbia Slovakia Slovenia Spain Sweden Switzerland Turkiye and United Kingdom.
CEN-CENELEC Management Centre: Rue de la Science 23 B-1040 Brussels
Contents
Page
European foreword .50 Introduction. .61 Scope. 72 Normative references.. 93.1 3 Terms and definitions. Terms definitions symbols and abbreviations. 10 103.2 Symbols and abbreviations. 213.3 Symbols for member axes. ..464.1 4 Basis of design.... General rules. 50 .504.2 Principles of limit state design. 504.3 4.4 Basic variables. Verification by the partial factor method. .52 504.5 Design assisted by testing. ..615 Glass transition temperature.. Materials .625.1 5.2 Composite materials... ..62 ..625.3 5.4 Adhesives. Core materials. .646 Durability.. 99 .676.1 General. 676.2 6.3 Environmental conditions. Effects and measures for specific environmental conditions. 69 .686.4 Effects of bined environmental conditions. 726.5 Measures for connections and joints. 727 7.1 Structural analysis. Structural modelling for analysis 73 737.2 7.3 Global analysis. 807.4 Imperfections. Methods of analysis. .86 .828 Ultimate limit states. 888.1 8.2 Ultimate limit states of laminates. General.. ..8 .888.3 Ultimate limit states of profiles. .968.4 8.5 Ultimate limit states of sandwich panels Creep rupture. 107 1289 Serviceability limit states. 1319.1 General.. 1319.2 9.3 Vibrations. Deflections. 131 1339.4 Matrix cracking.. 13410 10.1 Fatigue. General.. 134 134
10.2 10.3 Fatigue verification. Fatigue actions.. 135 13510.4 Fatigue testing.. .. 13611 Detailing. ...13811.1 11.2 General. Profiles ...138 .13811.3 Sandwich panels and member laminates. .13811.4 11.5 Bolted connections.. Adhesive connections. .. 140 ..14312 Connections and joints .. 14312.1 12.2 General rules. Bolted connections. 14312.3 Bolted joints. 163 14412.4 12.5 Adhesive joints and connections. Hybrid joints and connections. .170 165Annex A (informative) Creep coefficients. 171A.1 Use of this annex. .171A.2 Scope and field of application. .171A.3 Pultruded posite profiles 171A.4 Composite laminates. 172A.5 Core materials. 172AnnexB(informative) Indicative values of material ies for preliminary design. 174B.1 Use of this annex 174B.2 Scope and field of application. 174B.3 General.. 174B.4 Fibres... 174B.5 Resins.. ...175B.6 Core materials. . 176B.7 Ply properties ...178B.8 Laminate properties. ... 188Annex C (normative) Buckling of orthotropic laminates and profiles. C.1 191 191C.2 Scope and field of application. Use of this annex .191C.3 General. ...191C.4 Elastic buckling of orthotropic laminates.. .192C.5 Elastic buckling of profiles. 196Annex D (normative) Structural fire design... .215D.1 Use of this annex. .215D.2 Scope and field of application. .215D.3 Assumptions. 215
D.4 Basis of design. 215D.5 Material properties.... 220 229D.6 D.7 Simplified design methods Tabulated design data... 230D.8 Advanced design methods.. 230Annex E (informative) Bridge details. 232E.1 Use of this annex 232E.2 Scope and field of application 232E.3 General. 232E.4 Bridge bearings 232E.5 Expansion joints. 232E.6 Parapets 234E.7 Adhesive deck-girder connections. 234E.8 Crash barrier fixations. 234Bibliography 236
Europeanforeword
This document (CEN/TS 19101:2022) has been prepared by Technical Committee CEN/TC 250Structural Eurocodes and has been assigned responsibility for structural and geotechnical design matters *Structural Eurocodes" the secretariat of which is held by BSl. CEN/TC 250 is responsible for allby CEN.
Attention is drawn to the possibility that some of the elements of this document may be the subjectof patent rights. CEN shall not be held responsible for identifying any or all such patent rights.
This document has been prepared under Mandate M/515 issued to CEN by the European Commissionand the European Free Trade Association.
This document has been drafted to be used in conjunction with relevant execution material product andtest standards and to identify requirements for execution materials products and testing that are relied upon by this document.
According to the CEN-CENELEC Internal Regulations the national standards organizations of thefollowing countries are bound to announce thisTechnical Specification:ustria BelgiumBugariaCroataCpruCzechRuli DemarkEstniaFandraneGmanyrceHngay Iceland rland Italy atiaLituani LuxmurMaltathlanrway land PoraRepublic of North Macedonia Romania Serbia Slovakia Slovenia Spain Sweden Switzerland Turkiye and the United Kingdom.
