GFRP-2009

AASHTO LRFD Bridge Design Guide Specifications for GFRP-Reinforced Concrete Bridge Decks and Traffic Railings (Revision 1)

GFRP-2009 发布历史

These Specifications offer a description of the unique material properties of glass fiber reinforced polymer (GFRP) composite materials as well as provisions for the design and construction of concrete bridge decks and railings reinforced with GFRP reinforcing bars. GFRP reinforcement shall be in the form of deformed or sandcoated bars@ or both@ to provide bond with concrete. These Specifications are not intended to supplant proper training or the exercise of judgment by the Design Professional@ and state only the minimum requirements necessary to provide for public safety. The Owner or the Design Professional may require the sophistication of the design or the quality of materials and construction to be higher than the minimum requirements. The Design Professional shall be familiar with the provisions of the AASHTO LRFD Bridge Design Specifications and latest interim specifications@ as well as with the design of conventional reinforced concrete structures. The commentary directs attention to other documents that provide suggestions for carrying out the requirements and intent of these Specifications. However@ those documents and this commentary are not intended to be a part of these Specifications. Material and Construction Specifications consistent with these design Specifications are as specified in Section 4 and Section 5@ respectively.

GFRP-2009由AASHTO - American Association of State Highway and Transportation Officials 发布于 2009-11-01，并于 2013-08-02 实施。

GFRP-2009的历代版本如下：

• 2009年11月01日 GFRP-2009
• 2018年12月01日 GFRP-2018

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标准号

GFRP-2009

发布日期

2009年11月01日

实施日期

2013年08月02日

废止日期

无

中国标准分类号

/

国际标准分类号

/

发布单位

AASHTO - American Association of State Highway and Transportation Officials

引用标准

68

适用范围

These Specifications offer a description of the unique material properties of glass fiber reinforced polymer (GFRP) composite materials as well as provisions for the design and construction of concrete bridge decks and railings reinforced with GFRP reinforcing bars. GFRP reinforcement shall be in the form of deformed or sandcoated bars@ or both@ to provide bond with concrete. These Specifications are not intended to supplant proper training or the exercise of judgment by the Design Professional@ and state only the minimum requirements necessary to provide for public safety. The Owner or the Design Professional may require the sophistication of the design or the quality of materials and construction to be higher than the minimum requirements. The Design Professional shall be familiar with the provisions of the AASHTO LRFD Bridge Design Specifications and latest interim specifications@ as well as with the design of conventional reinforced concrete structures. The commentary directs attention to other documents that provide suggestions for carrying out the requirements and intent of these Specifications. However@ those documents and this commentary are not intended to be a part of these Specifications. Material and Construction Specifications consistent with these design Specifications are as specified in Section 4 and Section 5@ respectively.