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ASTM

ASTM C1230-96(2009)

(Test Method)

Standard Test Method for Performing Tension Tests on Glass-Fiber Reinforced Concrete (GFRC) Bonding Pads

Standard Test Method for Performing Tension Tests on Glass-Fiber Reinforced Concrete (GFRC) Bonding Pads

SIGNIFICANCE AND USE
Tensile loads determined by this test method are useful for quality control of GFRC architectural panels manufactured using the steel panel frame support design. In addition, test results may be used to verify compliance with governing specifications, research and development, and generating data for use in product design.
SCOPE
1.1 This test method covers determination of the tensile load capacity of glass-fiber reinforced concrete (GFRC) bonding pads used for attaching steel anchors to GFRC architectural panels.
1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.
1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

General Information

Status
Historical
Publication Date
30-Apr-2009
ICS
91.100.30 - Concrete and concrete products
Technical Committee
C27 - Precast Concrete Products
Drafting Committee
C27.40 - Glass Fiber Reinforced Concrete
Current Stage
Ref Project

Relations

Replaces
ASTM C1230-96(2004) - Standard Test Method for Performing Tension Tests on Glass-Fiber Reinforced Concrete (GFRC) Bonding Pads
Effective Date
01-May-2009

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ASTM C1230-96(2009) - Standard Test Method for Performing Tension Tests on Glass-Fiber Reinforced Concrete (GFRC) Bonding PadsASTM C1230-96(2009) - Standard Test Method for Performing Tension Tests on Glass-Fiber Reinforced Concrete (GFRC) Bonding Pads
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ASTM C1230-96(2009) - Standard Test Method for Performing Tension Tests on Glass-Fiber Reinforced Concrete (GFRC) Bonding Pads
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Standards Content (Sample)


NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation: C1230 − 96(Reapproved 2009)
Standard Test Method for
Performing Tension Tests on Glass-Fiber Reinforced
Concrete (GFRC) Bonding Pads
This standard is issued under the fixed designation C1230; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope exceed 61.0 % of the maximum force expected to be mea-
sured. Equip the testing machine with a deflection measuring
1.1 Thistestmethodcoversdeterminationofthetensileload
and recording device. The stiffness of the testing machine shall
capacity of glass-fiber reinforced concrete (GFRC) bonding
besuchthatthetotalelasticdeformationofthesystemdoesnot
pads used for attaching steel anchors to GFRC architectural
exceed 1.0 % of the total deflection of the test specimen during
panels.
the test, or appropriate corrections shall be made. The force-
1.2 The values stated in inch-pound units are to be regarded
indicating mechanism shall be essentially free of inertial lag at
as standard. The values given in parentheses are mathematical
the crosshead rate used. The accuracy of the testing machine
conversions to SI units that are provided for information only
shall be verified in accordance with Practices E4 and Specifi-
and are not considered standard.
cation D76.
1.3 This standard does not purport to address all of the
4.2 Loading Fixture— The load fixture for applying tensile
safety concerns, if any, associated with its use. It is the
load is shown schematically in Fig. 1. It consists of a ⁄2 in.
responsibility of the user of this standard to establish appro-
(13-mm) thick steel base plate. A suitable mechanism for test
priate safety and health practices and determine the applica-
fixtures is shown in Fig. 2 and Fig. 3.The design of the loading
bility of regulatory limitations prior to use.
fixture shall be such that the specimen is rigidly attached to the
basesupport.Inparticular,thesectionofthespecimenadjacent
2. Referenced Documents
to the flex anchor shall not be allowed to bend while the anchor
2.1 ASTM Standards:
is being pulled in tension, in order to avoid force eccentricity.
D76 Specification for Tensile Testing Machines for Textiles
4.3 Gripping Device, a suitable mechanical gripping device
E4 Practices for Force Verification of Testing Machines
or jaws to grip the steel anchor. Use a universal joint between
the grip and crosshead of the testing machine to ensure the
3. Significance and Use
application of a tensile load for the duration of the test.
3.1 Tensile loads determined by this test method are useful
for quality control of GFRC architectural panels manufactured
5. Sampling
using the steel panel frame support design. In addition, test
5.1 The sampling method shall be in accordance with
results may be used to verify compliance with governing
governing specifications.
specifications, research and development, and generating data
for use in product design.
6. Test Specimen
6.1 Saw the test specimens from a test board panel prepared
4. Apparatus
at the same time and in a manner identical to production
4.1 Testing Machine, a properly calibrated testing machine
panels. Saw the test specimens so they are nominally 12 in.
that can be operated at constant rates of crosshead motion and
square, the anchor is in the center, and the specimen edges are
in which the error in the force measuring system shall not
a sufficient distance from the bonding pad to allow support
during loading. Fig. 4 shows the test specimen.
This test method is under the jurisdiction ofASTM Committee C27 on Precast
7. Conditioning
Concrete Products and is the direct responsibility of Subcommittee C27.40 on Glass
Fiber Reinforced Concrete.
7.1 Condition specimens under the same conditions as
Current edition approved May 1, 2009. Published May 2009. Originally
production panels prior to test.
approved in 1993. Last previous edition approved in 2004 as C1230 –
...

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