Mechanical Properties of Cross Section of Lower Limb Long Bones in Jomon Man*

人 類 誌,J.Anthrop. Soc. 90(Suppl.):105-118(1982) Mechanical Lower Properties of Cross Section Limb Long Bones in Jomon Tasuku KIMURA1) Nippon of ...
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人 類 誌,J.Anthrop. Soc. 90(Suppl.):105-118(1982)

Mechanical Lower

Properties

of Cross Section

Limb Long Bones in Jomon Tasuku

KIMURA1)

Nippon

of

Man*

and

Hideo

TAKAHASHI2)

1) Department of Legal Medicine, Teikyo University School of Medicine, Itabashi, Tokyo 173, Japan 2) Department of Anthropology, Faculty of Science, The University of Tokyo, Bunkyo, Tokyo 113, Japan Abstract that

The

is,

the

geometric

and

moment the

of

of

bones

tion

of the

ment

was

The

and

strongly

the

measured

such

inside

against

bones

the

bone.

were

The

were

section

cross

moment

importance

in

of the

discussed

from

of the

the

inside

KIMURA,by measuring mechanical

proved

in the forming

bone

function

of the bone was

to be one of the important and remodeling

Conversely,

the

observed

The

function

partly

ancient

function.

Their

be

from

form

were not many

rements

of the

the viewpoint ies.

probably

fessor

the

mechanical properties

long bone

Hisashi

the SUZUKI

70th

can bone. measu-

bones

from

propertof the cross

were

first by one of the present

commemorate

by their

function of

human

of their

of the fossil

the form

quantitative

ancient

The mechanical

section

* To

the

of a

can not be

tested

mechanical

There

from

bones

or experimentally

learned

factors

of the bone.

mechanical

can be estimated

of the bone.

antero-

substance.

in regard

and

of

of the

the

bone

the

those

to the distribumeasure-

out.

INTRODUCTION

The

their and

The

outside

bones,

area with

the volume the

limb

to obtain

compared

bending

bone from

lower

cross-sectional

already.

greatly

of the

the

as the

reported

measurements

substance pointed

Jomon

were

changing

robusticity the

of the

fibula,

Jomon

were

without

between

mid-length the

properties,

area.

resisted

flatness

and

which

direction

difference

at the

tibia

mechanical

Japanese

posterior The

sections the

inertia

recent

Jomon

cross femur,

birthday

studied authors, of Pro-

the geometric

erties

of the broken

tibiae

(ENDO and KIMURA,1970).

The

of the fossil

long bones of the Jomon man have

many

peculiarities

of the

recent

contour limb

sections

prop-

compared

Japanese.

of the cross

bones

has

section

the for in-

femur, the platycne-

mia and the megaperonia, in connection

ence of the Jomon

those

of the lower

been of interest,

stance, the pilastered explained

with

Especially

man,

and they were with the subsistthe

hunter-food

gatherer. The discussion, however, was based only on the observations and measurements from the outside or, at best, from the thickness of the bone substance. The quantitative distribution The present

measurements of the bone have not been done yet fully. study

deals

with

the

cross

106

T.KIMURA

section

of

lower of the sults

the

limb

mid-length

long bones

strength were

recent

with

of the

the

Jomon

H.TAKAHASHI

(1970).

They

twenty-two

the viewpoint

of materials

compared

bones

of

from

and

and

the

re-

dying

that

of

the

All recent

around

dissecting MATERIALS

The skeletons stored

of the

in the

The University of Tokyo. vated

Museum,

the

the

nearly

the coordinates

males of

left bones.

of earth

and

of the bone which

in the medullary

of the

The

old

from the

anatomical

details

de-

of the

bones

in the appendix.

MECHANICAL OF

and

fifteen lower

to determine

later, and to avoid

district.

they were obtained

are reported

The bones

upper

in order

Kanto

were of relatively

rooms

of

partments. All bones, so far as it is known, appear

They

consisting

ends were selected explained

district.

complete

bones

females

1969 in the

to be normal.

University

left twenty

were exca-

of eighteen

females,

right and seventeen with

The

femora

Kanto

bones

fourteen

were

of Anthropology,

Thirty-two

from

were

Jomon man

Section

the

and

samples

age because

Japanese.

were

males

will be

the presence

the mechanical

properties of the cross section of the lower limb bones, we measured the geometric properties area (A),

as follows: the cross-sectional the moment of inertia of the

cross-sectional

area with respect

later, the polar

Jomon period. Seventeen pairs of male tibia and fibula were reported partly by

moment

inertia

one of the authors, KIMURA (1970).

cross-sectional

consisted

left bones.

Island.

of

Late

or

Nearly

complete

lected.

Relatively

in the collection The recent dying

around

were reported

twenty-two Pairs reported

of

and

seven in the

Almost

all bones

Latest

Jomon

pairs of bones

were period.

were se-

flat tibiae were selected of the Museum.

femora

of

the

1979 in the

individuals

Kanto

district

by one of the authors,

KAHASHI (1982), one males

right

They were excavated

Honshu the

of ten

Those

They were from twenty-

and ten females, right recent

TA-

consisting

and

nine

left

lower

leg

bones

by one of the

authors,

of

bones. were

axis (Ix) and

area and

of

the

to the x-

(Iy,) of the xy-

bones

Almost

about

y-axis

to the

or Late

to learn

to be described

belong

Middle

In order

SECTION

coordinates

all bones

cavity.

PROPERTIES

CROSS

(Ip), the the

of

area

y-axis

diameters

of the

radii

cross-sectional gyration

for the

(ky), and

of the

x-axis the

contour

from

properties

the

of

viewpoint (ENDO and

The

shows

area

the normal The

the

moment.

When

is applied bending

KIMURA furthest

on

the

removed

strength

of

force.

shows

resis-

against beam,

against

or tensile)

the bending

stress *max

material

resistivity

of inertia

tivity of the material

the

TAKAHASHI, 1982).

(compressive

moment

x-axis

mean the

of the

materials

(kx)

projected

to the

(dx) and the y-axis (dy). The geometric measurements mechanical

of the

the

appears

the

the bending moment

M

maximum in the

from the neutral

part axis x

Mechanical

of the cross section. tance

Properties

Denoting

to the furthest

of Bone Cross Section

the

dis-

part by h, we obtain

max=Mh/Ix=M/Z where Z=Ix/h ulus.

is called

with

respect

to the

and the section in

the

If a cross section

the

form

moduli

then

of the circular,

elliptic

a is the constant.

the tubular also

proved

if the

again

brief-

ly.

section

of inertia

against

the torque

shows

from

the

is

outer

of

centroid

in all

section

of the

the cases. The y-axis

of the

was

antero-

diameter (dy) (Fig. la). diameter of the section

measured

diameter

cross

to the maximum

after

projecting

coordinates.

The

cord

approximately

resistivity

axes

of the

section.

xy-coordinates

was the

The polar

in the circular

index of cross section

calculated

section

posterior transverse

of the the

the cross

of the

by

In the case of

contour

The center

tibia was parallel

(2)

are similar.

moment

contour.

the methods will be explained

section, the above equation

and inner figures

The

mod-

or rectan-

gular section can be calculated Zx=2Ix/dy= adxdy2 where

(1971) on the lower leg bones and by TAHere

h=dy/2

The

by KIMURA femora.

can be expressed

Zx=2Ix/dy.

described

KAHASHI(1982) on the recent

section

x-axis,

were

107

(1) * is symmetrical

moduli

ric properties

in Jo mon Man

xy-coordinates

The (dx)

HASEBE (1939), to the

x-axis

of the

are

in ac-

coordinates

section of the

with

the

principal

(KIMURA,1971). fibula

the

were

The deter-

of the bone is

diameters

of

the

In this paper we call this index

the index of cross section 1 or the outside index of cross section. section

2 or the mechanical

section

in this

the radii

paper

of gyration

HASHI (1982). the ratio bending

The

of the moment

or rectangular

from

as shown by TAKAsecond

index

shows

against

In the circular, the

case

of

elliptic

second

ratio

to the first ratio:

kx/ky=*Ix/Iy=Zx/Zy=dy/dx In the

the

in the two directions section,

equal

index of cross

is calculated

resistivity

the cross section. becomes

The index of cross

of the

above formula

(3)

tubular

section,

is also proved

tours of the outer

and inner

the

if the configures

are

similar. MEASURING

The

measuring

METHODS

methods

of the

geomet-

Fig.1. The xy-coordinates of the lower bones. a) lower leg bones; b) femur.

limb

108

T.KIMURA

mined

to be the

principal

axes.

respect

to which

the minimum

of inertia

was

axis, with moment denoted

to be the y-axis.

on the average

of the

Accordingly,

in this study

by

spectively

was

The y-axis

was

diameters

the fibula mately

MARTIN (1928) were

the

was

frontal

determined

average of the

approxi-

femur

ends of the greater

was

and lateral

parallel

section

the

to the shaft

The lower

of the

at the mid-length

fibula.

ties

were

plate

with

by

the

Only the compact

tograph

on

the

substance

M 100 ACE)

the

bone was about

sensor

the

the

x-ray

were equal

density

x-rayed

60 kVp,

of 2 m.

under

photograph

num thickness

The contour separately

was regarded

and

the

and

of the bone

The program method

was

devised

micro-computer

with the trapezoidal

as

(Sord method.

errors

of inertia

the measuring cutting

not always

the

was calculat(Sord M 100 based on the by one of the

the

were

reported

measuring

of area

of the

and 3.6 % in

of the cross-sectional method

compared

method

area

with

(ENDO and

the

KIMU-

method could

show the true cross-sectional

area of the bone. method

density,

TAKAHASHI.

RA,1982). The direct cutting

us-

between

Then from this relationship

It was measured One)

the cast was

direct

Pad

(Rhesca

from

were cut and a pho(Bit

alumi-

of the bone

The relationship

The mean square moment

bone density

density

trapezoidal authors,

of with

steps was

by a densitometer

geometric bone distribution ed by a micro-computer ACE).

The

and at a distance

The

to be 10.5 % in the

method.

material

by the unit of the

the bone thickness

proper-

of the

with the bone as

standard.

measured

at the section.

of

supposing

of aluminum

simultaneously

a density

film,

the condition

screens

A block

the was

from 30 to 40 Ams,

FS intensifying x-rayed

x-ray

material

in all parts of the bone.

by the x-ray

femora

well as an on-line

that

on

and

and a pho

rectangular

was taken.

ing a position

measured

measured

as the bone material. The recent

bone

of

was

a 1mm

The geometric

calculated

manually

By this method,

distribution

plane

length

using

method by ENDO

and KIMURA (1982).

°of the

above

compact

The Jomon femora were measured

the distribution

was a little

position

the

as the bone material.

the x-ray non-destructive

250 HS).

Then,

of the Only

bone was calculated

PPA

at

interval

was 0.1mm.

of the biarticular

mesh was placed on the section was taken.

The

minimum

sensor

decided.

of the maximum

A glass

The

were cut horizon-

(MARTIN,1928).

the site of this section the mid-length

femur

H.TAKAHASHI

was

axis (Fig. lb).

leg bones

length of the tibia

condyles.

mid-length

length

angle

tograph

was

trochanter

to the frontal

at

maximum

the

of

to the y-axis of the tibia.

right tally

to be measured The y-axis

the

plane

and the medial in the

in

to be the plane passing through

the posterior x-axis

used re-

diameters

outside. on

parallel

The

diameter. of the cross

as dy and dx

from

to

the maximum

this study were determined easily

parallel

maximum

and the minimum

The

calculated,

approximately

the direction

section

and

spongy

By the direct bone

was

cutting separated

Mechanical

arbitrarily there

Properties

of Bone Cross Section

from the compact bone, though

is no

bone at

large

the

amount

mid-length

of the of the

spongy femur

have a large

influence on the result.

hollow

of the bone

parts

were included The

x-ray

The

identical recent

between The

the

spongy

of the compact

The

bone is not equal

two techniques

the fact that

many

developed

a more

between

the

adding the sum

results

had

are

the differences

and Jomon femora

variance.

included

The results

techniques

of errors

the hollow parts.

109

when we consider

of the measuring

such as canals

method

Man

in the male bones.

in the area by this method.

bone and excluded density

to

clear

in Jomon

into the

corresponded

Jomon

male

linea

to

femora

aspera,

or

in all parts of the bone, but the difference

pilaster, than the recent male bones. The area of the Jomon femora was not signi-

within a bone is not large (SCHMITT,1968).

ficantly

On the other hand, the bone strength

ones, though

relates

with

the

SCHMITT,1968). study

density

cor-

(AMTMANN and

As the aim of the present

is to learn

about

the

mechanical

between

in cutting

bones

destructive

method

was

the non-

introduced

in

this study. Five the

femora

mid-length

of the

They were measured without

The

damage

were

at

measurements and the

antero-posterior of inertia The

that

ficantly

RESULTS

The results

of the

ments of the Jomon Table

bones are

1 comparing

with

measureshown

in

one.

those of the re-

and

cent bones. The recent

Jomon

femur

one in regard

is larger

direction

of inertia

the

diameter

in the antero-posterior

tion, that is, it is longer direction.

and

direction

stronger than

This tendency

recent tional

were

maxi-

larger

of cross

antero-posteriorly The outside

in

male. section

inthe

than length

maximum

male

than the

index of cross

that the Jomon tibia was

The biarticular the

in the

(Ix), the

antero-posteriorly

assumed

(dy), the

length

Jomon

in this

the

recent

of the

tibia

of the

fibula

male than

in the

study.

Even

if we

that the cross section was proporto the length, the measurements

of

the Jomon fibula were larger than those of

(Ix) and the indices of cross sec-

the antero-posterior transverse

than

to the measurements

of the antero-posterior moment

index

larger

was longer

of both

of inertia

the Jomon bones were signi-

bones.

longer

fibula

than in the recent

section indicated

geometric

the area

fibula

mechanical

recent

mass

(dy) and the polar moment

in the

the Jomon male showed

and the

direction

length.

from the mid-length.

of

moment

section of 10

The

with those of the femur.

maximum a distance

larger.

recent

was not so different

of the tibia

basically

at the other

within

mm at the maximum

damaged

of the

them.

mum diameter

Jomon

that

relatively

The results agreed

samples,

than

of the bone material

properties, the x-ray method will be sufficiently useful. Because of the difficulty the ancient

larger

in

in the was

the recent of the

bone.

Jomon

minimum

The standard

fibula,

diameter,

of the recent one.

except

deviation that

was larger

in the

than that

Of the male fibulae

of

110

T. KIMURA Table

1, Measurements

of lower

*: Jomon bone is significantly ( the

) : Including Jomon

ly large called

the estimated

man and

there

thick

were

bones,

limb

and

H. TAKAHASHI

bones.

(pr