Standard Specification for Titanium Alloy Bars for Near Surface Mounts in Civil Structures

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1.1 This specification covers titanium alloy bars with surface deformations and 90-degree anchorage hooks for use as near surface mounts for flexural and shear strengthening of concrete beams. The product can be furnished with or without anchorage hooks as specified by the purchaser. If supplied without hooks, the hooks shall be bent on-site prior to installation, as this method requires two 90-degree anchorage hooks.  
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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.4 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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Historical
Publication Date
31-Oct-2018
Current Stage
Ref Project

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ASTM B1009-18 - Standard Specification for Titanium Alloy Bars for Near Surface Mounts in Civil Structures
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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:B1009 −18
Standard Specification for
Titanium Alloy Bars for Near Surface Mounts in Civil
1
Structures
This standard is issued under the fixed designation B1009; 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 D7913/D7913M Test Method for Bond Strength of Fiber-
Reinforced Polymer Matrix Composite Bars to Concrete
1.1 This specification covers titanium alloy bars with sur-
by Pullout Testing
face deformations and 90-degree anchorage hooks for use as
E8/E8M Test Methods for Tension Testing of Metallic Ma-
near surface mounts for flexural and shear strengthening of
terials
concrete beams. The product can be furnished with or without
E29 Practice for Using Significant Digits in Test Data to
anchorage hooks as specified by the purchaser. If supplied
Determine Conformance with Specifications
without hooks, the hooks shall be bent on-site prior to
E539 TestMethodforAnalysisofTitaniumAlloysbyX-Ray
installation, as this method requires two 90-degree anchorage
Fluorescence Spectrometry
hooks.
E1409 Test Method for Determination of Oxygen and Nitro-
1.2 The values stated in inch-pound units are to be regarded
gen in Titanium and Titanium Alloys by Inert Gas Fusion
as standard. The values given in parentheses are mathematical
E1447 Test Method for Determination of Hydrogen in Tita-
conversions to SI units that are provided for information only
nium and Titanium Alloys by Inert Gas Fusion Thermal
and are not considered standard.
Conductivity/Infrared Detection Method
1.3 This standard does not purport to address all of the
E1941 Test Method for Determination of Carbon in Refrac-
safety concerns, if any, associated with its use. It is the tory and Reactive Metals andTheirAlloys by Combustion
responsibility of the user of this standard to establish appro-
Analysis
priate safety, health, and environmental practices and deter- E2371 Test Method for Analysis of Titanium and Titanium
mine the applicability of regulatory limitations prior to use.
Alloys by Direct Current Plasma and Inductively Coupled
1.4 This international standard was developed in accor- Plasma Atomic Emission Spectrometry (Performance-
dance with internationally recognized principles on standard-
Based Test Methodology)
ization established in the Decision on Principles for the
E2626 Guide for Spectrometric Analysis of Reactive and
3
Development of International Standards, Guides and Recom- Refractory Metals (Withdrawn 2017)
mendations issued by the World Trade Organization Technical
E2994 Test Method for Analysis of Titanium and Titanium
Barriers to Trade (TBT) Committee. AlloysbySparkAtomicEmissionSpectrometryandGlow
Discharge Atomic Emission Spectrometry (Performance-
2. Referenced Documents Based Method)
2 4
2.2 CRSI Standard:
2.1 ASTM Standards:
CRSI Manual of Standard Practice
A944 Test Method for Comparing Bond Strength of Steel
5
Reinforcing Bars to Concrete Using Beam-End Speci-
2.3 ACI Standard:
mens
ACI 318 Building Code Requirements for Structural Con-
B348 Specification for Titanium and Titanium Alloy Bars
crete
and Billets
3. Terminology
3.1 Definitions of Terms Specific to This Standard:
1
This specification is under the jurisdiction of ASTM Committee B10 on
Reactive and Refractory Metals and Alloys and is the direct responsibility of
Subcommittee B10.01 on Titanium.
3
Current edition approved Nov. 1, 2018. Published December 2018. DOI: The last approved version of this historical standard is referenced on
10.1520/B1009-XX. www.astm.org.
2 4
For referenced ASTM standards, visit the ASTM website, www.astm.org, or Available from Concrete Reinforcing Steel Institute (CRSI), 933 N. Plum
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Grove Rd., Schaumburg, IL 60173, www.crsi.org.
5
Standards volume information, refer to the standard’s Document Summary page on Available from American Concrete Institute (ACI), 38800 Country Club Dr.,
the ASTM website. Farmington Hills, MI 48331-3439, www.concrete.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
B1009−18
3.1.1 bar, n—a hot rolled, forged, extruded or cold worked elements not listed in Table 2 shall not be required unless
semi-finished solid section product whose cross-sectional area specified and shall be considered to be in excess of the intent
2 2
is equal to or less than 16 in. (10 323 mm ). of this specification.
5.1.2 Elements intentionally added to the melt must be
3.1.2 bonding material, n—material used to bond the tita
...

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