Bond clause proposals for FRP-bars/rods in concrete based on CEB/FIP Model Code 90. Part 2: Design lengths and tension stiffening

R. Tepfers

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Bond clause proposals for FRP-bars/rods in concrete based on CEB/FIP Model Code 90. Part 2: Design lengths and tension stiffening

机译：基于CEB / FIP模型代码90的混凝土FRP钢筋的粘结条款建议。第2部分：设计长度和拉伸刚度

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The bond clauses in the CEB/FIP Model Code 1990 (MC90) were written for steel reinforcement in concrete. Since then, fibre reinforced polymer (FRP) reinforcing bars have been introduced as an alternative. To make use of fibre composites, it is necessary to bring these materials into codes of practice and the easiest way is to adapt the code clauses for steel reinforced concrete to FRP reinforced concrete. Proposals for the design bond stress code clauses have been presented in an earlier paper. This paper covers proposals for the design lengths and tension stiffening code clauses.

机译：CEB / FIP模型代码1990（MC90）中的粘结条款是为混凝土中的钢筋而编写的。从那时起，就引入了纤维增强聚合物（FRP）增强筋作为替代方案。为了使用纤维复合材料，有必要将这些材料纳入实践规范，而最简单的方法是使钢筋混凝土规范与FRP钢筋混凝土适应。关于设计键应力代码条款的建议已在较早的论文中提出。本文涵盖了有关设计长度和抗拉加固代码条款的建议。

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《Structural concrete》 |2006年第2期|p.57-63|共7页
作者
R. Tepfers;
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Chalmers University of Technology, Goeteborg, Sweden;

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正文语种 eng
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1. Bond clause proposals for FRP bars/rods in concrete based on CEB/FIP Model Code 90. Part 1: Design bond stress for FRP reinforcing bars [J] . R. Tepfers Structural concrete . 2006,第2期

机译：基于CEB / FIP模型代码90的混凝土中FRP钢筋的粘结条款建议。第1部分：FRP钢筋的设计粘结应力
2. Re-evaluation of fibre-reinforced concrete tension model in CEB-FIP Model Code 2010 [J] . S.-C.Lee Materials Research Innovations . 2015,第Suppla8期

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7. Modeling of Tension Stiffening Effect Based on Nonlinear Bond Characteristics in Structural Concrete Members [O] . 2007

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Bond clause proposals for FRP-bars/rods in concrete based on CEB/FIP Model Code 90. Part 2: Design lengths and tension stiffening

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