CEB-FIP fib Bulletin 61-2011 拉压杆模型的设计示例 Design examples for strut-and-tie models

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Design examples for

strut-and-tie models

Technical Report prepared by

Working Party 1.1-3

in fib Task Group 1.1, Design Applications

September 2011

Subject to priorities defined by the Technical Council and the Presidium, the results of fib’s work in

Commissions and Task Groups are published in a continuously numbered series of technical publications

called 'Bulletins'. The following categories are used:

category

minimum approval procedure required prior to publication

Technical Report

approved by a Task Group and the Chairpersons of the Commission

State-of-Art Report

approved by a Commission

Manual, Guide (to good practice)

or Recommendation

approved by the Technical Council of fib

Model Code

approved by the General Assembly of fib

Any publication not having met the above requirements will be clearly identified as preliminary draft.

This Bulletin N° 61 was approved as a “Technical Report” by Task Group 1.1 in January 2011.

This report was written by Working Party 1.1.3, Design examples for the application of strut-and-tie

models, in fib Task Group 1.1, Design Applications. The Working Party consisted of the following

members:

Karl-Heinz Reineck (Convenor; Univ. of Stuttgart, Germany)

Jõao F. Almeida (JSJ Consultoria e Projectos Lda, Portugal), Carlos Bajo (Ferrovial Agromán SA, Spain),

Sebastian Dieste Ballestrino (FHECOR Ingenieros Consultores, Spain), Stathis N. Bousias (Univ. of

Patras, Greece), Jose M. Camara (Inst. Superior Tecnico, Portugal), Hugo Corres Peiretti (ETS de

Ingenieros de Caminos, Spain), Ľudovít Fillo (Slovak Technical Univ., Slovakia), Stein Atle Haugerud

(Dr. techn. Olav Olsen a.s., Norway), Toshio Ichihashi (Taisei Corporation, Japan), Milan Kalny (Pontex

s.r.o., Czech Republic), Dan Kuchma (Univ. of Illinois, USA), Miguel Lourenço (JSJ Consultoria e

Projectos Lda, Portugal), Duc Thanh Nguyen (Danang City, Vietnam), Fabrizio Palmisano (PPV

Consulting, Italy), Santiago Pérez-Fadon (Ferrovial - Agromán, Spain), Hiroshi Shiratani (Taisei

Corporation, Japan), Jean-Marc Voumard (VSL, Switzerland)

Short biographical summaries for the authors are given on pages 217-219.

Contact information for Task Group members can be found in the fib Directory or through the online services on

the fib website, www.fib-international.org.

Cover image: see Example 3

Although the International Federation for Structural Concrete fib – fédération internationale du béton – does its

best to ensure that any information given is accurate, no liability or responsibility of any kind (including liability

for negligence) is accepted in this respect by the organisation, its members, servants or agents.

system, or transmitted in any form or by any means, electronic, mechanical, photocopying, recording, or

otherwise, without prior written permission.

First published in 2011 by the International Federation for Structural Concrete (fib)

Postal address: Case Postale 88, CH-1015 Lausanne, Switzerland

Street address: Federal Institute of Technology Lausanne – EPFL, Section Génie Civil

Tel +41 21 693 2747 • Fax +41 21 693 6245

fib@epfl.ch • www.fib-international.org

ISSN 1562-3610

ISBN 978-2-88394-101-4

Printed by DCC Document Competence Center Siegmar Kästl e.K., Germany

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标签： #CEB-FIP #fib

摘要：

本规范文档《CEB-FIP fib Bulletin 61-2011 拉压杆模型的设计示例》由国际结构混凝土联合会（fib）发布，是拉压杆模型（Strut-and-Tie Models）领域的重要参考资料。该文件通过多个实际工程案例，系统演示了如何在混凝土结构设计中应用拉压杆模型来分析和设计深梁、节点区、牛腿及开口梁等复杂受力区域。文档详细阐述了从构件受力简图建立、拉杆与压杆的几何布置到材料强度验算的全流程，帮助工程师深入理解非连续区（D区）的受力机制与配筋逻辑。对于从事桥梁、高层建筑及特种结构

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CEB-FIP fib Bulletin 61-2011 拉压杆模型的设计示例 Design examples for strut-and-tie models

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