Advanced Search
Select up to three search categories and corresponding keywords using the fields to the right. Refer to the Help section for more detailed instructions.

Search our Collections & Repository

All these words:

For very narrow results

This exact word or phrase:

When looking for a specific result

Any of these words:

Best used for discovery & interchangable words

None of these words:

Recommended to be used in conjunction with other fields

Language:

Dates

Publication Date Range:

to

Document Data

Title:

Document Type:

Library

Collection:

Series:

People

Author:

Help
Clear All

Query Builder

Query box

Help
Clear All

For additional assistance using the Custom Query please check out our Help Page

i

Evaluation of occupant volume strength in conventional passenger railroad equipment : a thesis submitted by Michael E. Carolan

Filetype[PDF-6.35 MB]


Select the Download button to view the document
This document is over 5mb in size and cannot be previewed
  • English

  • Details:

    • Alternative Title:
      Evaluation of occupant volume strength in conventional passenger railroad equipment
    • Corporate Creators:
    • Contributors:
    • Resource Type:
    • Geographical Coverage:
    • Corporate Publisher:
    • Abstract:
      To ensure a level of occupant volume protection, passenger railway

      equipment operating on mainline railroads in the United States must currently be

      designed to resist an 800,000 pound compressive load applied statically to the

      underframe. An alternative manner of evaluating the strength of the occupied

      volume is sought that will ensure the same level of protection for occupants of the

      equipment as the current test but will allow for a greater variety of equipment to

      be evaluated.

      A finite element (FE) model of the structural components of the railcar has

      been applied to examine the existing compressive strength test and evaluate

      selected alternate testing scenarios. Using simplified geometry and material

      properties in the model, the gross behaviors of the railcar are captured without

      excessive processing time. This simplified modeling technique was used to

      construct FE models of a generic single-level railcar and an exemplar multilevel

      railcar.

      Both models can be interpreted to have some single beam-like behaviors.

      In each model, the existing compressive load results in a significant bending

      moment as well as the prescribed compressive load. The alternative load cases

      examined demonstrate that a larger total compressive force may be distributed

      across the end structure of the railcar and result in similar stress levels throughout

      the structural frame as are observed from application of the conventional proof

      load.

    • Format:
    • Collection(s):
    • Main Document Checksum:
    • File Type:

    Supporting Files

    • No Additional Files

    More +

    You May Also Like

    Checkout today's featured content at rosap.ntl.bts.gov

    Version 3.26