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An experimental investigation of the effect of lip on the column strength of rolled sheet zee and angle sections

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(1)

AN EXPERIMENTAL INVESTIGATION OF THE EFFECT OF LIP OW THE COLUMN"" STRENGTH OF

ROLLED SHEET ZEE AND AJ.~GLE SECTIONS

Thesis submitt ed by

Lt. Jeremiah C. Hege and

Thomas Goebel

In Partial Fulfillment of the Requirements for t he Degree of Master of Science

California Institute of Technology

(2)

The authors ~Iish to express their thanks to the Consolidated Vultee Aircraft Corporation for supplying the test specimens used in this program. Further thanks are due to Dr. E.E. Sechler

of the Guggenhiem Aeronautical Laboratory for the suggestion

of the topic, and to both Dr. Sechler and Mr. Roy A. l-filler of

(3)

TABLE OF OONTENTS

Introduction •

Preparation of Test Specimens •

Test Proceedure and Equipment

T est Spec imens •

Angle Section Test Data .

Angle Section Ourves •

Zee Section Test Data

Zee Section Ourves •

Typical Strength-Weight Ratio versus Lip Ourves •

Results and Oonclusions •

1

2

2

)

7

.10

)1

)6

• 66

[image:3.551.58.425.97.332.2]
(4)

llITRODUCl' ION

The hat section used by certain of the aircraft companies

has been quite l'iidely accepted as the most e.:fficient compression

carrying member when stiffened by a sheet. However, due to the

difficulty of inspection and corrosion control, which is particularly

important in naval aircraft, the Consolidated Vultee Aircraft

Corporation has for some time been using open angle and zee sections

formed from dur~l sheet. For this reason the members of the

engineering staff of Consolidated VulteE became interested in the

effect of lips on zee and angle sections such as are frequently

used to stiffen panels occuring in the compression side of sem

i-monocoque structures subjected to bending loads.

This paper is an attempt to det ermine experimentally the optimum

amount of lip for the sections under consideration. Sufficient tests

are made to locate the column curves for these sections, and from

(5)

2

-PREPARATI0r OF TEST SPECI lENS

The test specimens were formed of commercial Alclad 2480

(AN-A-l) sheet on Yoder rolls and treated in the following

manner:

1. Heat treated and stretched ~~ to 24RT condition.

Specimens in this group are given plain numbers for

identification.

2. Heat treated and stretched l~ and artificially aged

to 24s-T8l condition. Specimens in this group are

given numbers followed by the letter "A" for identi

-fication.

). Heat treated and stretched 4% and artificially aged

to 24s-T84 condition. These specimens are given numbers

followed by the letter "B" for identification.

Various shapes and thicknesses were rolled (see table on

page~) and then cut to approximately the desired length. The

ends were then cast in ~ood' s metal and milled flat to final

length.

TEST PROCEEDURE AND EQUIPMENT

The specimens were tested in compression between flat plat es

mounted on both the stat ionary and moving heads of a )00,000

pound Southwark-Emory hydraulic testing machine located in the

(6)

TEST SPECIMENS

Since the test specimens were formed in a production shop

from commercial sheet, the tolerances were of the same order

of magnitude as is customarily encountered in actw,l aircr8 t

nroduction. The overall dimensions of the specimens were found

to be as close to nominal as could be measured, but variations

from nominal in sheet t ickness of ±O.002 of an inch, and in

length of lip of ±O.OI of an inch \-Iere not uncommon. The bend

radius \-Ias one-eighth of an inch for all the test specimens.

The section properties presented in the following tables

(7)

4

-S

EC

TI

ON

PROPE

R

TI

E

S

O

F ANGLE T

EST

S

P

E

CI

MEN

S

~

t:

C

T

Spec W t C Area t>Min

1 2.00 .053 0 .209 .413

2 2.00 .052 .20 .223 .444

3 2.00 .052 .30 .236 .454

4 2.00 .050 .40 0233 .474

5 2.00 .072 0 .283 .401

6 2.00 .072 .18 .299 .423

7 2.00 .072 .25 .309 .438

8 2.00 .072 .40 .330 .469

9 2.00 .087 0 .341 .400

10 2.00 .089 .15 .359 .414

11 2.00 .088 .25 .373 .433

12 2.00 .1213 0 .4706 .399

13 2.00 .1215 .25 .503 .424

14 .75 .031 0 .03403 .182

15 1.00 .038 0 .07976 .204

16 1.00 .063 0 .:J2~J .239

17 1.00 .030 .1~G .0624 .249

18 1.00 .062

.

a,

O

.1264 .254

19 .625 .031

.

r,a

.0405 .162

(8)

ZEE SECTION with LIP

Section properties are tabulated on the following page.

(9)

6

-SECTION PROPERTIES OF ZEE TEST SPECIMENS

Speo B C t Area .f'Min

1 1.25 0 .049 .209 .288

2 1.25 0 .073 .308 .279

3 1.25 0 .085 .356 .284

4 1.25 0 .122 .499 .276

5 1.75 0 .050 .265 .364

6 1.75 0 .071 .370 .356

7 1.75 0 .089 .461 .356

8 1.75 0 .122 .621 .359

9 1.25 .15 .048 .199 .294

10 1.25 .25 .049 .211 .314

11 1.25 .30 .071 .304 .370

12 1.25 .25 .09l .375 .335

13 1.75 .12 .049 .264 .391

14 1.75 .25 .048 .267 .377

15 1.75 .35 .049 .281 .473

16 1.75 .10 .071 .379 0366

17 1.75 .25 .072 0392 .366

18 1.75 .40 .071 .408 .462

19 1.75 .10 .089 .470 .370

20 1.75 .25 .088 .472 .369

21 1.75 .25 .125 .649 .353

22 .75 0 .050 .164 .180

23 .75 .20 .050 .162 .193

24 .75 0 .072 .232 .174

25 .75 0 .088 .280 .173

(10)

ANGLE SECTION TEST DATA

Length .. 16" Length • 32" Length • 48" Length • 64"

Spec. p U P ( ) P ( J P

cr

1 2,360 11,300 1,695 8,110 1,130 5,400 790 3,780

2 2,790 12,500 2,160 9,700 1,390 6,250 1,180 5,300

3 3,340 14,200 2,680 11,400 1,650 7,020 1,080 4,590

4 3,630 15,600 2,320 9,975 1,940 8,350 1,310 5,630

5 4,870 17,220 3,130 11,060 2,120 7.500 1,500 5,300

6 4,930 16,500 4,260 14,260 2,410 8,060 1,910 6,400

7 4,950 16,020 3,590 11,600 2,765 8,960 1,810 5,860

8 5,750 17,400 4,490 13,600 2,930 8,880 2,110 6,385

9 6,570 19,300 5,055 14,850 3,100 9,100 2,520 7,400

10 6,390 17,800 5,000 13,920 3,380 9,430 2,330 6,500

11

.

.

.

. .

...

5,350 14,340 3,640 9,750 2,790 7,490

12 11,600 24,600 7,870 16,750 6,485 13,700 5,520 11,720

13 11,000 21,900 9,820 19,750 7,360 14,660 5,400 10,750 .

Length

=

7.5" Length

=

15" Length

=

20" Length a 30"

14 660 19,390 400 11,760 310 9,110 150 4,405

15 1,070 13,420 770 9,660 550 6,900 430 5,400

16 2,940 ~~-,SOO 2,200

11

,

a

OO

1,140 1.,2.:mO 1,110 1!.~0

17 910 14,600 770 12,350 590 9,460 390 6,250

18 3,090 24,450 2,600 20,590 2,160 17,100 1,430 11,300

(11)

-~-ANGLE SECTION TEST DATA

Length .. 16" Length .. 32" Length • 48" Length I I 64"

Spec. p <r p c:r p c:r p (j

lA 2,780 13,800 1,710 8,500 1,280 6,355 870. 4,320

2A 3,160 14,860 2,160 10,150 1,290 5,800 930 4,175

3A 3,800 16,150 2,710 11,510 1,640 6,980 1,080 4,595

4A 4,000 17,200 3,190 13,700 2,080 8,950 1,240 5,330

5A 5,070 17,920 3,810 13,470 2,100 7,430 1,520 5,380

6A 6,130 20,500 4,110 13,750 2,380 7,970 2,200 7,375

7A

.

.

.

.

.

.

...

4,130 13,060 2,890 9,250 1,680 5,370

8A 7,390 22,360 4,904 14,880 3,070 9,300 2,240 6,810

9A 7,530 22,100 5,550 16,300 3,050 8,950 2,640 7,750

lOA 8,360 23,300 5,890 16,400 3,620 10,080 2,780 7,750

11A 8,480 22,300 7,260 19,050 3,810 10,000 3,020 7,930

12A 14,000 29,000 16,000 33,000 7,180 14,820 4,920 10,170

13A 14,200 27,750 11,800 23,000 7,650 14,920 6,400 12,500

Length ... 7.5" Length • 15" Length .. 20" Length

=

30"

14A 710 20,850 410 12,040 280 8,230 150 4,400

15A 1,500 18,800 920 U,530 710 8,900 390 4,900

16A 3,400

2'1

,,

00

2,620 21,200 1,820

1

4

.

6

00

1,330 le;~

17A 560 8,990 920 14,750 640 10,260 240 3,890

18A 2,850 22,500 2,360 18,690 1,930 15,280 1,650 13,050

(12)

ANGLE SECTION TEST DATA

Length • 16" Length 32tt

Length

=

48" Length

=

64"

Speo. P 0 - P 0- P

cr

P ( J

I-B 2,920 14,000 1,640 7,850 1,120 5,350 900 4,300

2-B 3,160 14,580 2,460 11,350 1,370 6,320 870 4,015

3-B 3,530 15,800 2,220 9,980 1,530 6,500 990 4,450

4-B 3,820 16,400 2,750 11,800 1,710 7,350 910* 3,910

5-B 5,400 19,100 3,480 12,300 2,020 7,140 1,540 5,450

6-B 5,900 17,650 3,740 12,500 2,280 7,650 1,850 6,200

7-B 6,470 21,000 4,010 13,000 2,570 8,325 1,900 6,150

8-B 7,530 22,800 4,970 15,040 3,000 9,080 2,020 6,110

9-B 7,730 22,700 5,100 14,970 3,230 9,480 2,490 7,300

10-B 7,640 21,250 5,480 15,290 3,490 9,730 2,600 7,250

11-B •••••

.

...

5,460 14,650 4,190 11,330 3,030 8,130

12-B 13,800 29,100 9,960 21,000 6,090 12,820 5,600 11,800

13-B 14,400 28,400 11,450 22,550 7,460 14,700 5,790 11,400

Length - 7.5" Length - 15" Length - 20" Length - 30"

14-B 850 25,000 400 11,760 •••••

.

...

190 5,585

15-B 1,480 18,570 910 11,400 690 8,650 380 4,760

16-B 3,640 ~9,400 2,610 20,.,00 1,340 10.~ 1,370 U,,~

17-B 1,380 22,100 990 15,880 690 11,060 420 6,740

18-B 3,030 24,000 2,540 20,100 2,160 17,100 1,410 11,250

(13)

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