Apparatus for assessing durability of stressed fiber reinforced polymer (FRP) bars

Patent metadata

Field	Value
Publication number	US-9341553-B2
Application number	US-201414274796-A
Country	US
Kind code	B2
Filing date	May 12, 2014
Priority date	May 12, 2014
Publication date	May 17, 2016
Grant date	May 17, 2016

Abstract

An apparatus for testing a specimen consisting of a fiber reinforced polymer (FRP) bar in tension while embedded in hardened concrete and subjected to long term environmental exposure. The apparatus includes a steel channel defined by two longitudinally extending parallel steel plates and a pair of unitary plates with one unitary plate at each of the channel. Each of the unitary plates include a U-shaped opening while a forward one of the unitary plates also defines four threaded openings and four bolts passing therethrough for increasing strain on the specimen. A pair of steel tube grips attached to the FRP bar with epoxy are also provided.

First claim

What is claimed is:

1. An apparatus for testing durability of stressed fiber reinforced polymer (FRP) bars in tension encased in hardened concrete after long term environmental exposure by maintaining the bars in a stressed state during such exposure, in which said apparatus comprising:
a) a steel channel section with a U-shaped opening on each end of said channel;
b) four bolts and nuts at a first of said U-shaped openings for positioning and stressing an FRP bar embedded in hardened concrete; and
c) a threaded steel tube and a threaded steel tube grip at each of the two ends of the FRP bar with FRP bar bonded to said threaded steel tubes using epoxy;
in which
said channel section including a first pair of longitudinally extending parallel steel plates extending along and slightly beyond the ends of a specimen of a FRP bar encased in hardened concrete and in close proximity to said specimen and a second pair of relatively short steel plates extending outwardly from and perpendicular to said first pair of steel plates;
a first unitary plate disposed forwardly of said second pair of relatively short plates and said first unitary plate including a U-shaped opening extending from a top thereof to slightly beyond the center thereof and four threaded openings in said first unitary plate, and four threaded bolts extending through said four threaded openings in a rearward direction and abutting said second pair of outwardly extending plates;
a second unitary plate extending inwardly across said first pair of steel plates and perpendicular to said first pair of steel plates, and said second unitary plate defining a U-shaped opening extending downwardly from the top side of said second unitary plate to slightly beyond the center of said second unitary plate and wherein said second unitary plate is fixed to the ends of said first pair of steel plates;
a strain gauge disposed at one outer end of one of said steel tube grips and a large nut disposed on each of said steel tube grips to fix said specimen between said unitary plates under moderate strain; and
wherein extending said bolts through said threaded openings in said first unitary plate against said second pair of relatively short outwardly extending plates increases the stress on the specimen to a preselected level.

2. The apparatus for testing durability of stressed fiber reinforced polymer (FRP) bars in tension encased in hardened concrete after long term environmental exposure by maintaining the bars in a stressed state during such exposure according to claim 1 , in which said hardened concrete encasing the FRP bar has a square cross section.

3. An apparatus for testing durability of stressed fiber reinforced polymer (FRP) bars in tension encased in hardened concrete after long term environmental exposure by maintaining the bars in a stressed state during such exposure, said apparatus consisting of:
a) a steel channel section including a first pair of longitudinally extending steel plates with a U-shaped opening on each end thereof;
b) four bolts and nuts at a first end of said U-shaped openings for applying preselected stress in a FRP bar embedded in hardened concrete;
c) threaded steel tubes and threaded steel tube grips at the ends of the FRP bar with the FRP bar bonded to said threaded steel tubes using epoxy;
d) said steel channel section including said first pair of longitudinally extending steel plates extending along and slightly beyond the ends of a specimen of a FRP bar encased in concrete and in close proximity to said specimen; and
e) a second pair of relatively short steel plates extending outwardly from and perpendicular to said first pair of steel plates; and wherein
f) said four bolts extending rearwardly toward said second pair of plates;
g) a first unitary plate disposed forwardly of said second pair of plates and including one of said U-shaped openings extending from one side thereof to slightly beyond the center of said first unitary plate and four openings in said first unitary plate for allowing said four bolts to pass therethrough;
h) a second unitary plate defining a U-shaped opening extending from one side thereof to slightly beyond the center thereof and wherein said U-shaped opening in said second unitary plate is adapted to have one of said threaded steel tube grips extending therethrough with a large nut threaded thereon for tightening against said second unitary plate to fixedly position a specimen within said channel;
i) at a first end of said channel a first of said steel tube grips extending through said U-shaped opening in said first unitary plate with a large nut on said steel tube grip for subjecting said specimen to preselected stress; and
j) wherein loosening said four bolts against said second pair of plates increases the strain on said FRP bar.

4. A method for testing durability of a stressed fiber reinforced polymer (FRP) bar encased in hardened concrete after long term environmental exposure, said method consisting of:
providing a specimen of a FRP bar and encasing the specimen in concrete;
providing an apparatus for testing durability of said specimen;
subjecting said specimen to a preselected degree of stress;
maintaining the preselected stress for a preselected period of time; and
determining the condition of the specimen after the preselected exposure.

Assignees

• Univ King Saud

Inventors

• Al-Salloum Yousef A
• Almusallam Tarek H
• Alsayed Saleh H
• Abbas Husain

Classifications

• G01N3/08 Primary

  by applying steady tensile or compressive forces (G01N3/28 takes precedence) · CPC title

• G01N17/002

  Test chambers · CPC title

• G01N2203/0096

  Fibre-matrix interaction in composites · CPC title