These recommended practices describe several methods of applying controlled heat to weld joints and a limited volume of base metal adjacent to the joints, as opposed to heating the complete weldment in a furnace or oven. Additional criteria (e.g., thermocouple requirements, temperature requirements, heat placement) may be required for Creep Strength-Enhanced Ferritic (CSEF) Steels. The applicable code or standard shall take precedence in the event of conflict with this standard.
The primary purpose for the requirements in this document is to ensure that the root of the weld at the inside diameter (ID) of the pipe or tube achieves minimum postweld heat treatment (PWHT) temperature.
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These recommended practices apply to the arc welding of the following base-metal combinations:
(1) Similar chromium-molybdenum steels
(2) Dissimilar chromium-molybdenum steels
(3) Chromium-molybdenum to austenitic chromium-nickel stainless steels
(4) Chromium-molybdenum to either carbon or carbon-molybdenum steels
In this document, the chromium-molybdenum steel alloys are referred to as Cr-Mo steels.
Cr-Mo steels are used extensively in the power, chemical, and petroleum industries. The properties of such piping and tubing materials and the applicable fabrication and inspection requirements are addressed in a wide range of documents, including:
(1) ASTM Material Specifications
(2) ASME Codes for Pressure Piping, B31
(a) Power Piping (ANSI/ASME B31.1)
(b) Chemical Plant and Petroleum Refinery Piping (ANSI/ASME B31.3)
(3) ASME Boiler and Pressure Vessel Codes (Sections I, IIA, IIC, VIII, and IX)
(4) NBIC National Board Inspection Code for Boilers and Pressure Vessels (ANSI/NB-23)
(5) API Piping Inspection Code (Inspection, Repair, Alteration and Rerating of In-Service Piping Systems), (API 570).
Abstract
This document presents recommendations for welding chromium-molybdenum steel pipe and tubing to itself and to various other materials. Subjects covered in detail are filler metal selection, joint design, preheating, and postheating. Particular emphasis is placed on the importance of maintaining interpass temperature and dangers inherent in interrupted heating cycles.
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This standard provides a summary of recommended industrial practices for welding piping1 fabricated from aluminum alloys. Joint design, welding current, and shielding gas tables are included. This standard makes use of both the International System of Units (SI) and U.S. Customary Units. The measurements may not be exact equivalents; therefore, each system must be used independently of the other without combining in any way. The standard with the designation D10.7M:2000 uses SI Units. The standard designation D10.7:2000 uses U.S. Customary Units. The latter are shown within parenthesis ( ) or in appropriate columns in tables and figures. Pipe sizes are listed as DN (diameter nominal) and NPS (nominal pipe size). The exact pipe diameters are listed in Table 13.
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This document summarizes information on the welding of titanium pipe.1 The information has been collected from the welding literature and from various company shops and laboratories. The document is intended to serve as a welding guide.
This standard makes use of both U.S. Customary Units and the International System of Units (SI). The measurements may not be exact equivalents; therefore, each system must be used independently of the other without combining in any way. The standard with the designation D10.6:2000 uses U.S. Customary Units. The standard designation D10.6M:2000 uses SI units. The latter are shown within parenthesis ( ) or in appropriate columns in tables and figures.
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These guidelines offer guidance on bridge design for human-induced extreme events. It provides information on the
response of concrete bridge columns subjected to blast loads, as well as blast-resistant design and detailing guidelines
and analytical models of blast load distribution. This second edition includes additional resources for identifying
potential solutions to mitigate risk from other intentional hazards. 2022. 101 pp.
These guide specifications establish minimum requirements for wind loads on bridges during construction
before a deck is placed. The wind loads determined using these specifications are to be used for checking bridge
girders, temporary and permanent bracing, and the permanent substructure during the erection of the girders
and up to the time of placement of the deck. All other aspects of the design are to be performed in accordance
to the AASHTO LRFD Bridge Design Specifications or as specified as appropriate by the bridge owner.
2017. 26 pp.
PDF DOWNLOAD Code: GSWLB-1-UL | List Price: $73 | Member Price: $54
These design specifications reflect the current state of the practice for the design and construction of
falsework, formwork, and temporary retaining structures. 2017. 113 pp.
PDF DOWNLOAD Code: GSBTW-2-UL | List Price: $149 | Member Price: $110
The purpose of this specification is to provide the minimum acceptance criteria for arc welding of various types of automotive parts made of aluminum alloys.
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This specification defines quality characteristics and metrics pertinent to laser beam welding used in automotive body applications, exclusive of butt joint configurations. Laser beam welds may be applied as intermittent (stitch) or continuous and either linear or shaped. The evaluation methods and inspection criteria specified herein can be used to evaluate the effectiveness of particular welding equipment and procedures used to weld a particular base material combination. The criteria and metrics are the same for all welds regardless of the service load. The quality standards established by this specification do not constitute a lower bound of suitability for service; welds that do not meet the weld quality criteria of this specification may be satisfactory for certain applications. The acceptance criteria of this standard are not intended for applications outside this scope (such as post-crash weld quality assessment); attempts to do so may lead to an erroneous result.
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