Physical Address
304 North Cardinal St.
Dorchester Center, MA 02124
Physical Address
304 North Cardinal St.
Dorchester Center, MA 02124
🚇 ASME RT-2-2014 is an American National Standard developed by the ASME Standards Committee on Rail Transit Vehicles. Formally titled the Safety Standard for Structural Requirements for Heavy Rail Transit Vehicles, it was approved by the American National Standards Institute (ANSI) on January 28, 2014, issued on March 12, 2014, and became effective six months after the date of issuance. It is a revision of the first (2008) edition. The Standard sets out systematic structural safety requirements for heavy rail transit vehicles — that is, conventional subway (rapid) transit rail vehicles — covering structural design loads, the coupler system, materials, crash energy management (CEM), analysis, and test verification across the whole design-and-approval process. Its purpose is to provide the rail transit industry with a consensus-based safety standard addressing vehicle mechanical systems, components, and structural requirements so as to enhance public safety.
RT-2-2014 applies to the structural design and verification of conventional subway (rapid) transit rail vehicles. Its scope expressly excludes freight, commuter, high-speed, and any other rail vehicles under the jurisdiction of the Federal Railroad Administration (FRA). Both SI and U.S. Customary units are used, with the latter shown in parentheses; the two systems are noninterchangeable, and the user shall determine which units to apply based on national and industry practice. Parameters are derived from IEEE/ASTM SI 10-1997 (or latest revision), the Standard for Use of the International System of Units (SI).
The body of the Standard is organized into ten sections:
Structural safety is the core of RT-2. The carbody must not fail in a manner that jeopardizes passengers or operating crew under either normal service loads or abnormal (accident) conditions. The design load requirements (Table 1) cover the load cases likely to be encountered in operation, recovery, and accidents:
| Load Case | Direction / Location | Engineering Design Points |
|---|---|---|
| Vertical load (dead weight + passenger load) | Whole carbody, underframe and sidewalls | Check underframe deflection and fatigue at standing-density and crush-load conditions |
| Longitudinal compressive (buff/collision) load | Couplers, underframe longitudinal members, end walls | Verify overall collapse and energy-absorption path at the specified magnitude |
| Longitudinal tensile load | Coupler attachments, traction beams | Assess joint and weld strength under traction and rescue scenarios |
| Torsional load | Entire vehicle (opposing bogie loading) | Verify torsional stiffness and stress concentrations around doors and windows |
| Jacking / lifting load | Jacking and rescue points | Ensure no permanent deformation during maintenance and rescue operations |
| Bogie-to-carbody connection load | Solebars, center pivot area | Local reinforcement for acceleration and wheel-rail force transfer |
Structural requirements also address stiffness distribution, crash-resistant end and side structures, and measures to prevent intrusion into the passenger survival space after derailment or collision. Actual load magnitudes must be taken from the values given in Table 1 of the Standard, interpreted together with line conditions defined in the user’s specification; the table above describes the load-case categories.
Coupler system (Sec. 6) is the critical link for train make-up and longitudinal force transfer. RT-2 requires couplers to transmit traction and braking forces reliably in normal service; to crush, buckle, or break away in a controlled manner during a collision so as not to damage the carbody energy-absorbing structure; and to have mounting seats and carbody attachment zones meeting the applicable strength and fatigue requirements. Couplers may be automatic, semi-automatic, or transition couplers for rescue, and their strength class must match the vehicle longitudinal load cases.
Materials (Sec. 7): the Standard emphasizes that structural materials must satisfy strength, toughness, weldability, and fatigue requirements — in particular, impact toughness must meet specified values for vehicles operating in low-temperature environments. Welded construction requires controlled welding procedures and inspection quality, with NDT grades for critical welds, filler-metal matching, and procedure qualification (WPS/PQR) all incorporated into the design documentation. Selection of aluminum alloy extrusions, weathering steel, and stainless steel carbody materials should be aligned with Standard requirements and the operating environment.
Crash energy management (Sec. 8) is the most distinctive element of RT-2, corresponding to the crashworthiness requirements of Table 2. Its design philosophy is progressive energy absorption — dissipating kinetic energy in a predetermined sequence during a collision to maximize protection of the passenger zone:
| Collision Level | Primary Absorbers | Protection Objective |
|---|---|---|
| Low energy (shunting / minor impact) | Coupler buffers, elastic elements | No structural damage; vehicle remains serviceable |
| Medium energy (moderate collision) | Coupler crush tubes, anti-climbers | Main kinetic energy absorbed; no significant plastic deformation of the main body |
| High energy (severe collision) | Progressive collapse of end absorption zones | No intrusion into cab/passenger survival space; occupant safety |
Analysis (Sec. 9): RT-2 requires engineering analyses demonstrating that the structure satisfies every requirement — linear static analysis for normal service loads, nonlinear (geometric and material) analysis to simulate collision collapse, and fatigue and fracture assessments as applicable. Boundary conditions, material constitutive models, and failure criteria must be benchmarked against test results.
Tests (Sec. 10): the Standard defines the framework for static strength tests, load tests, and crashworthiness-related tests, including how test loads are applied, strain and displacement instrumentation, and acceptance criteria. Full-scale or representative substructure tests are an essential means of validating the design and the analysis models, and are a key acceptance gate for the owner.