Last edited by Tegrel
Monday, July 27, 2020 | History

2 edition of Buckling test of a 3-meter-diameter corrugated graphite-epoxy ring-stiffened cylinder found in the catalog.

Buckling test of a 3-meter-diameter corrugated graphite-epoxy ring-stiffened cylinder

Randall C. Davis

Buckling test of a 3-meter-diameter corrugated graphite-epoxy ring-stiffened cylinder

by Randall C. Davis

  • 308 Want to read
  • 36 Currently reading

Published by National Aeronautics and Space Administration, Scientific and Technical Information Branch, For sale by the National Technical Information Service] in Washington, D.C, [Springfield, Va .
Written in English

    Subjects:
  • Strains and stresses.,
  • Epoxy compounds -- Testing.,
  • Cylinders -- Fatigue.

  • Edition Notes

    StatementRandall C. Davis.
    SeriesNASA technical paper -- 2032.
    ContributionsUnited States. National Aeronautics and Space Administration. Scientific and Technical Information Branch., Langley Research Center.
    The Physical Object
    Pagination25 p. :
    Number of Pages25
    ID Numbers
    Open LibraryOL17548562M

    Buckling test of a 3-meter-diameter corrugated graphite-epoxy ring-stiffened cylinder / (Washington, D.C.: National Aeronautics and Space Administration, Scientific and Technical Information Branch ; [Springfield, Va. If one of the cylinder ends is free (w ¹ 0) the critical buckling stress drops to 38% of that given by Equation (1). If, however, the cylinder is clamped at both ends, rather than being simply supported, the increase in the critical buckling stress is not that significant from a .

      Buckling of cylindrical shells under combined axial preload, nonuniform heating and torque. A test program, with optical measurements of growth of prebuckling deflections, is presented for a thermal buckling problem that includes interaction with mechanical load. J. Cited by: 5. designed and manufactured 16 Hexcel IM7 (12K)/(33%) graphite-epoxy stringer-stiffened composite panels, using a co-curing process. The nominal radius of each panel was R= mm and its total length L= mm (which included two loading pieces 30 mm height each). The nominal test length was Ln= mm and the panel arc-length was Lal= mm.

    3 DYNAMIC BUCKLING TESTS OF CYLINDRICAL SHELLS IN COMPOSITE MATERIALS 0 50 00,4 0,8 1,2 Displacement [mm] Axial load [kN] Fig. 1. Static test. CHAPTER 6. INELASTIC BUCKLING OF AXIALLY LOADED CYLINDRICAL SHELLS WITH RANDOM IMPERFECTIONS 97 Introduction 97 Generation of Artificial Samples 98 Effect of Geometric Imperfections 98 Statistical Evaluation of Finite Element Results Analysis of Variance (One way classification)


Share this book
You might also like
Ahmad Khalil

Ahmad Khalil

English Creek

English Creek

Rendezvous

Rendezvous

Royal Warbler. Miscellaneous songs.

Royal Warbler. Miscellaneous songs.

St. Hubert; or, Mistaken friendship.

St. Hubert; or, Mistaken friendship.

STEP survey projects

STEP survey projects

Glossary of the paint, varnish and lacquer industry

Glossary of the paint, varnish and lacquer industry

New England naturally

New England naturally

Union rule of order

Union rule of order

Buckling test of a 3-meter-diameter corrugated graphite-epoxy ring-stiffened cylinder by Randall C. Davis Download PDF EPUB FB2

A 3-m-diameter by 3-m-long corrugated cylindrical shell with external stiffening rings was tested to failure by buckling. The corrugation geometry for the graphite- epoxy composite cylinder wall was optimized to withstand a compressive load producing the relatively low maximum load intensity of kN/m without buckling.

Format: Book, Government Document, EBook; Published: Washington, D.C.: National Aeronautics and Space Administration, Scientific and Technical Information Branch.

A 3-m-diameter by 3-m-long corrugated cylindrical shell with external stiffening rings was tested to failure by buckling. The corrugation geometry for the graphite-epoxy composite cylinder wall was optimized to withstand a compressive load preducing the relatively low maximum load intensity of kN/m without buckling.

Buckling test of a 3-meter-diameter corrugated graphite-epoxy ring-stiffened cylinder / By Randall C. Davis, United States. National Aeronautics and Space Administration. Scientific and Technical Information Branch. and Langley Research Center. Abstract. Subject category "Langley Research Center.""July "es bibliographical.

Flat corrugated graphite-epoxy panels were tested in compression to verify selected design details of a ring-stiffened cylinder that was designed. Bending Test of a Variable-Stiffness Fiber Reinforced Composite Cylinder a 3-meter-diameter corrugated graphite-epoxy ring-stiffened cylinder of kN/m without buckling.

The test. from the machine. The cylinder may test machine by the cylinder has the Fig. 2b shows the energy distribution in the cylinder for the various parts of the stress-strain characteristic. The figure has been drawn with a base of (e) 2 so as to linearize the energy in.

FIGURE 8. Buckling test facility FIGURE 9. Panel with strain-gauges The maximum load carrying capacity of both test specimens is reached at a factor of times the buckling load, followed by a significant loss due to a sudden change in the postbuckling deformation towards a global symmetric buckle.

This large (high energy) shifting. The different lengths (cylinder tube length L1, rod length L2, Total length L) to be used in the buckling calculations are dependent on the fixation of the cylinder to the structure according to Euler theory as illustrated in the below 2 figures: Figure 4 shows fixation types qualifying for shortening the buckling length by √ Size: KB.

The buckling mode of ring stiffened cylinder under external pressure can be divided into the following four modes. The first is the general buckling mode which occurs over the entire length of the cylinder involving ring stiffeners.

The second is the shell buckling mode which is the buckling of cylindrical shell between the ring stiffeners. Distribution of buckling test data for cylinders with closed ends subjected to axial compression, from Brush and Almroth (), and supplemented (see Section 6) by ranges of data from Lancaster et al.

() on a particular cylinder without (solid bar) and with (open bar) deliberately introduced by: Buckling test of a 3-meter-diameter corrugated graphite-epoxy ring-stiffened cylinder. Washington, D.C.: National Aeronautics and Space Administration, Scientific and Technical Information Branch ; [Springfield, Va.: For sale by the National Technical Information Service], (OCoLC) Material Type.

buckling condition of the perfect cylinder. The fully-plastic pressure py can be used for Rpl, whereas pGL in equation (1) offers a very good prediction of Rcr, so that: (1)2 y y GL p D. A schematic of the test set-up is shown in Fig. It is possible to observe the inside of the cylinder, as one side of this equipment is open.

To measure the strain response, four strain gauges in the axial and hoop directions were evenly attached along the circumference in the middle of the cylinder (0°, 90°, ° and ° around the circumference of the cylinder, at Cited by: The aim of present study was investigate the buckling pressure of moderately thick-walled filament-wound carbon–epoxy stiffened composite pressure vessel subjected to external hydrostatic pressure through finite element analysis and compare the result with un-stiffened filament wound carbon/epoxy composite pressure vessel used in under water vehicle Author: Krishna Murari Pandey, Abhijit Dey, P.L.

Choudhury. Summa~'yAn analysis is made of the general buckling of a pressurised stiffened cylinder under axial load. Torsional buckling of the complete cylinder, local buckling of the stringers and pure compressive failure of the stringers are also considered, and the design of stiffened pressurised cylinders is discussed, with an example.

File Size: KB. BUCKLING OF STIFFENED CYLINDERS IN AXIAL COMPRESSION AND BEND I NG - A REVIEW OF TEST DATA 7. Author(s) James P. Peterson 9. Performing Organization Name and Address NASA Langley Research Center Hampton, Va.

Sponsoring Agency Name and Address National Aeronautics and Space Administration Washington, D.C. Size: 1MB. Buckling Analysis of Axially Loaded Corrugated Cylindrical Shells Xin Ning and Sergio Pellegrinoy California Institute of Technology, Pasadena, CA Buckling analyses of heavily corrugated cylindrical shells based on detailed full nite element models are usually computationally expensive.

To address this issue, we have pro. was increased in increments until buckling was observed. Specimens were tested and buckling load of each specimen is found. Fig Experimental setup for buckling test Details of Specimen The specimens used for tests was cylinders, mm long with a mm inside radius, made of steel sheet of mm thickness.

Buckling of a stiffened composite cylinder is a very complex phenomenon that involves complex interactions between the skin and the stiffeners.

Depending on different configurationsCited by:. As part of this effort, selected large-scale buckling tests are used to validate the analysis methods. Recently, the first largescale SBKF composite structure was tested. This test article was a m-diameter honeycomb-core sandwich composite cylinder tested in axial compression until buckling.Linear Buckling Analysis of Cylinder Rods Used on Industrial Tons H-Type Hydraulic Press Proceedings of Academics World International Conference, Kiev Ukraine, 17thth August 3 value buckling.

The safety number for mode 1 of the ram cylinder is In Fig a displacement in the z-axis is observed.applications such as cylinder. Buckling analysis presents the most important once in which huge helpful information (the failure modes, types of failure, and critical failure load respectively) must be taken in the considerations in the design of any structure.

In this paper, buckling analysis was done on stiffened composite cylindrical shell toCited by: 1.