DIN EN 1992-2-2010 Eurocode 2 Design of concrete structures - Part 2 Concrete bridges - Design and detailing rules German version EN 1992-2 2005 + AC 2008《欧洲法规2 混凝土结构设计 第2部分 混凝土桥 设.pdf

《DIN EN 1992-2-2010 Eurocode 2 Design of concrete structures - Part 2 Concrete bridges - Design and detailing rules German version EN 1992-2 2005 + AC 2008《欧洲法规2 混凝土结构设计 第2部分 混凝土桥 设.pdf》由会员分享，可在线阅读，更多相关《DIN EN 1992-2-2010 Eurocode 2 Design of concrete structures - Part 2 Concrete bridges - Design and detailing rules German version EN 1992-2 2005 + AC 2008《欧洲法规2 混凝土结构设计 第2部分 混凝土桥 设.pdf（97页珍藏版）》请在麦多课文档分享上搜索。

1、December 2010 Translation by DIN-Sprachendienst.English price group 31No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).I

2、CS 91.010.30; 91.080.40; 93.040!$lU“1735950www.din.deDDIN EN 1992-2Eurocode 2: Design of concrete structures Part 2: Concrete bridges Design and detailing rules(includes Corrigendum AC:2008)English translation of DIN EN 1992-2:2010-12Eurocode 2: Bemessung und Konstruktion von Stahlbeton- und Spannbe

3、tontragwerken Teil 2: Betonbrcken Bemessungs- und Konstruktionsregeln(enthlt Berichtigung AC:2008)Englische bersetzung von DIN EN 1992-2:2010-12Eurocode 2: Calcul des structures en bton Partie 2: Ponts en bton Calcul et dispositions constructives(Corrigendum AC:2008 inclus)Traduction anglaise de DIN

4、 EN 1992-2:2010-12SupersedesDIN EN 1992-2:2007-02www.beuth.deDocument comprises pagesIn case of doubt, the German-language original shall be considered authoritative.9704.11 DIN EN 1992-2:2010-12 2 A comma is used as the decimal marker. National foreword This standard has been prepared by Technical

5、Committee CEN/TC 250 “Structural Eurocodes” (Secretariat: BSI, United Kingdom). The responsible German body involved in its preparation was the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee), Working Committee NA 005-07-20 AA Betonbrcken (CEN/TC 250/SC 2/PT 2). EN 1992

6、-2 was approved by CEN on 25 April 2005. This European Standard is part of a series of standards dealing with structural design (Eurocodes) which are intended to be used as a package. In Guidance Paper L on the application and use of Eurocodes, issued by the EU Commission, reference is made to compu

7、lsory transitional periods for the introduction of the Eurocodes in the member states. The transitional periods are given in the Foreword of this standard. In Germany, this standard is to be applied in conjunction with the National Annex. Attention is drawn to the possibility that some of the elemen

8、ts of this document may be the subject of patent rights. DIN and/or DKE shall not be held responsible for identifying any or all such patent rights. The start and finish of text introduced or altered by amendment is indicated in the text by tags . Amendments This standard differs from DIN V ENV 1992

9、-2:1997-10 as follows: a) the prestandard status has been changed to that of a full standard; b) the comments received from the national standards bodies have been taken into account and the text of the standard has been completely revised; c) in the German version of this standard, the terminology

10、of DIN 1045-1 has been largely adopted. Compared with DIN EN 1992-2:2007-02, the following corrections have been made: a) this standard is the consolidated version of the previous 2005 edition with Corrigendum AC:2008; b) the standard has been editorially revised. Previous editions DIN V ENV 1992-2:

11、 1997-10 DIN EN 1992-2: 2007-02 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 1992-2 October 2005 + AC July 2008 English version Eurocode 2: Design of concrete structures Part 2: Concrete bridges Design and detailing rules Eurocode 2: Calcul des structures en bton Partie 2: Ponts en bton Calc

12、ul et dispositions constructives Eurocode 2: Bemessung und Konstruktion von Stahlbeton- und Spannbetontragwerken Teil 2: Betonbrcken Bemessungs- und Konstruktionsregeln EN 1992-2:2005 was approved by CEN on 2005-04-25 and Corrigendum AC:2008 on 2009-07-30. CEN members are bound to comply with the CE

13、N/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the Management Centre or to a

14、ny CEN member. The European Standards exist in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the Management Centre has the same status as the official versions. CEN

15、 members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, S

16、pain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2008 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national

17、Members. Ref. No. EN 1992-2:2005 + AC:2008 EICS 93.040; 91.010.30; 91.080.40 Supersedes ENV 1992-2:19962 NOTE This contents list includes sections, clauses and annexes that have been introduced or modified in EN 1992-2. Contents Page Foreword5 SECTION 1 General.7 1.1 Scope 7 1.1.2 Scope of Part 2 of

18、 Eurocode 27 1.106 Symbols 7 SECTION 2 Basis of Design.13 SECTION 3 Materials 13 3.1 Concrete .13 3.1.2 Strength 13 3.1.6 Design compressive and tensile strengths 13 3.2 Reinforcing steel14 3.2.4 Ductility characteristics 14 SECTION 4 Durability and cover to reinforcement15 4.2 Environmental conditi

19、ons.15 4.3 Requirements for durability15 4.4 Methods of verifications .15 4.4.1 Concrete cover.15 4.4.1.2 Minimum cover, cmin15 SECTION 5 Structural analysis17 5.1 General18 5.1.1 General requirements18 5.1.3 Load cases and combinations .18 5.2 Geometric imperfections 18 5.3 Idealisation of the stru

20、cture18 5.3.1 Structural models for overall analysis 18 5.3.2 Geometric data.18 5.3.2.2 Effective span of beams and slabs 18 5.5 Linear elastic analysis with limited redistribution .19 5.6 Plastic analysis 19 5.6.1 General19 5.6.2 Plastic analysis for beams, frames and slabs 20 5.6.3 Rotation capaci

21、ty.20 5.7 Non-linear analysis20 5.8 Analysis of second order effects with axial load .21 5.8.3 Simplified criteria for second order effects 21 5.8.3.3 Global second order effects in buildings 21 5.8.4 Creep.21 5.10 Prestressed members and structures .21 5.10.1 General21 5.10.8 Effects of prestressin

22、g at ultimate limit state.21 SECTION 6 Ultimate Limit States (ULS)22 6.1 Bending with or without axial force.22 6.2 Shear .24 6.2.2 Members not requiring design shear reinforcement .24 6.2.3 Members requiring design shear reinforcement25 6.2.4 Shear between web and flanges of T-sections.28 6.2.5 She

23、ar at the interface between concrete cast at different times 29 6.2.106 Shear and transverse bending .29 6.3 Torsion29 6.3.2 Design procedure 29 6.7 Partially loaded areas32 EN 1992-2:2005 + AC:2008 (E) DIN EN 1992-2:2010-12 3 6.8 Fatigue32 6.8.1 Verification conditions32 6.8.4 Verification procedur

24、e for reinforcing and prestressing steel .33 6.8.7 Verification of concrete under compression or shear.33 6.109 Membrane elements 34 SECTION 7 Serviceability Limit States (SLS) 36 7.2 Stresses36 7.3 Crack control .36 7.3.1 General considerations.36 7.3.2 Minimum reinforcement areas .37 7.3.3 Control

25、 of cracking without direct calculation.39 7.3.4 Calculation of crack widths39 7.4 Deflection control 39 7.4.1 General considerations.39 SECTION 8 Detailing of reinforcement and prestressing tendons General 40 8.9 Bundled bars41 8.9.1 General .41 8.10 Prestressing tendons41 8.10.3 Anchorage zones of

26、 post-tensioned members 41 8.10.4 Anchorages and couplers for prestressing tendons.41 SECTION 9 Detailing of members and particular rules 43 9.1 General .43 9.2 Beams.43 9.2.2 Shear reinforcement43 9.5 Columns .44 9.5.3 Transverse reinforcement 44 9.7 Deep beams .44 9.8 Foundations .44 9.8.1 Pile ca

27、ps .44 9.10 Tying systems44 SECTION 10 Additional rules for precast concrete elements and structures45 10.1 General .45 10.9 Particular rules for design and detailing.45 10.9.7 Tying systems45 SECTION 11 Lightweight aggregate concrete structures 46 11.9 Detailing of members and particular rules .46

28、SECTION 12 Plain and lightly reinforced concrete structures 46 SECTION 113 Design for the execution stages47 113.1 General .47 113.2 Actions during execution .47 113.3 Verification criteria 47 113.3.1 Ultimate limit states.47 113.3.2 Serviceability limit states48 ANNEX A (informative) Modification o

29、f partial factors for materials.49 ANNEX B (informative) Creep and shrinkage strain49 ANNEX C (normative) Properties of reinforcement suitable for use with this Eurocode .55 ANNEX D (informative) Detailed calculation method for prestressing steel relaxation losses 55 Annex E (informative) Indicative

30、 strength classes for durability.55 Annex F (Informative) Tension reinforcement expressions for in-plane stress conditions .56 Annex G (informative) Soil structure interaction.58 Annex H (informative) Global second order effects in structures .58 EN 1992-2:2005 + AC:2008 (E) DIN EN 1992-2:2010-12 4

31、Annex I (informative) Analysis of flat slabs and shear walls59 Annex J (informative) Detailing rules for particular situations 60 Annex KK (informative) Structural effects of time dependent behaviour of concrete.63 Annex LL (informative) Concrete shell elements.68 Annex MM (informative) Shear and tr

32、ansverse bending.75 Annex NN (informative) Damage equivalent stresses for fatigue verification77 ANNEX OO (informative) Typical bridge discontinuity regions .86 Annex PP (informative) Safety format for non linear analysis92 Annex QQ (informative) Control of shear cracks within webs .95 EN 1992-2:200

33、5 + AC:2008 (E) DIN EN 1992-2:2010-12 5 Foreword This document (EN 1992-2:2005 + AC:2008) has been prepared by Technical Committee CEN/TC 250 “Structural Eurocodes”, the secretariat of which is held by BSI. CEN/TC 250 is responsible for all Structural Eurocodes. This European Standard shall be given

34、 the status of a national standard, either by publication of an identical text or by endorsement, at the latest by April 2006, and conflicting national standards shall be withdrawn at the latest by March 2010. This document supersedes ENV 1992-2:1997. According to the CEN/CENELEC Internal Regulation

35、s, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, N

36、etherlands, Norway, Poland, Portugal, R mania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. Background to the Eurocode programme See EN 1992-1-1. Status and field of application of Eurocodes See EN 1992-1-1. National Standards implementing Eurocodes See EN 1992-1-1. Links betwe

37、en Eurocodes and harmonised technical specifications (ENs and ETAs) for products See EN 1992-1-1. Additional information specific to EN 1992-2 and link to EN 1992-1-1 EN 1992-2 describes the principles and requirements for safety, serviceability and durability of concrete structures, together with s

38、pecific provisions for bridges. It is based on the limit state concept used in conjunction with a partial factor method. EN 1992-2 gives Principles and Application Rules for the design of bridges in addition to those stated in EN 1992-1-1. All relevant clauses of EN 1992-1-1 are applicable to the de

39、sign of bridges unless specifically deleted or varied by EN 1992-2. It has been appropriate to introduce in EN 1992-2 some material, in the form of new clauses or amplifications of clauses in EN 1992-1-1, which is not bridge specific and which strictly belongs to EN 1992-1-1. These new clauses and a

40、mplifications are deemed valid interpretations of EN 1992-1-1 and designs complying with the requirements of EN 1992-2 are deemed to comply with the Principles of EN 1992-1-1. EN 1992-2:2005 + AC:2008 (E) DIN EN 1992-2:2010-12 o6 clauses in EN 1992-2 that modify those in EN 1992-1-1 are numbered by

41、adding 100 to the corresponding clause number in EN 1992-1-1. when additional clauses or sub-clauses are introduced in EN 1992-2, these are numbered by adding 101 to the last relevant clause or sub-clause in EN 1992-1-1. For the design of new structures, EN 1992-2 is intended to be used, for direct

42、application, together with other parts of EN 1992, Eurocodes EN 1990, 1991, 1997 and 1998. EN 1992-2 also serves as a reference document for other CEN/TCs concerning structural matters. EN 1992-2 is intended for use by: committees drafting other standards for structural design and related product, t

43、esting and execution standards; clients (e.g. for the formulation of their specific requirements on reliability levels and durability); designers and constructors; relevant authorities. Numerical values for partial factors and other reliability parameters are recommended as basic values that provide

44、 an acceptable level of reliability. They have been selected assuming that an appropriate level of workmanship and of quality management applies. When EN 1992-2 is used as a base document by other CEN/TCs the same values need to be taken. National Annex for EN 1992-2 This standard gives values with

45、notes indicating where national choices may have to be made. Therefore the National Standard implementing EN 1992-2 should have a National Annex containing all Nationally Determined Parameters to be used for the design of bridges to be constructed in the relevant country. National choice is allowed

46、in EN 1992-2 through the following clauses: 3.1.2 (102)P 3.1.6 (101)P 3.1.6 (102)P 3.2.4 (101)P 4.2 (105) 4.2 (106) 4.4.1.2 (109) 5.1.3 (101)P 5.2 (105) 5.3.2.2 (104) 5.5 (104) 5.7 (105) 6.1 (109) 6.1 (110) 6.2.2 (101) 6.2.3 (103) 6.2.3 (107) 6.2.3 (109) 6.8.1 (102) 6.8.7 (101) 7.2 (102) 7.3.1 (105)

47、 7.3.3 (101) 7.3.4 (101) 8.9.1 (101) 8.10.4 (105) 8.10.4 (107) 9.1 (103) 9.2.2 (101) 9.5.3 (101) 9.7 (102) 9.8.1 (103) 11.9 (101) 113.2 (102) 113.3.2 (103) Where references to National Authorities is made in this standard, the term should be defined in a Countrys National Annex. EN 1992-2:2005 + AC:

48、2008 (E) DIN EN 1992-2:2010-12 7 SECTION 1 General The following clauses of EN 1992-1-1 apply. 1.1.1 (1)P 1.1.1 (2)P 1.1.1 (3)P 1.1.1 (4)P 1.1.2 (3)P 1.1.2 (4)P 1.2 (1)P 1.2.1 1.2.2 1.3 (1)P 1.4 (1)P 1.5.1 (1)P 1.5.2.1 1.5.2.2 1.5.2.3 1.5.2.4 1.1 Scope 1.1.2 Scope of Part 2 of Eurocode 2 (101)P Part 2 of Eurocode 2 gives a basis for the design of bridges and parts of bridges in plain, reinforced and prestressed concrete made with normal and light weight aggregates. (102)P The following subjects are dealt with