Compressibility of the Arterial Wall

Similar documents
An Official Journal of the American Heart Association

Chapter 3. Load and Stress Analysis

Stress-Strain Analysis of Abdominal Aortic Wall: A Case of 3D Geometry Simulation

Lectures on. Constitutive Modelling of Arteries. Ray Ogden

BME 419/519 Hernandez 2002

Samantha Ramirez, MSE. Stress. The intensity of the internal force acting on a specific plane (area) passing through a point. F 2

OPENING ANGLE OF HUMAN SAPHENOUS VEIN

Effects of Aging on the Mechanical Behavior of Human Arteries in Large Deformations

UNIT 1 STRESS STRAIN AND DEFORMATION OF SOLIDS, STATES OF STRESS 1. Define stress. When an external force acts on a body, it undergoes deformation.

**********************************************************************

STRESS STRAIN AND DEFORMATION OF SOLIDS, STATES OF STRESS

Effect of off-axis cell orientation on mechanical properties in smooth muscle tissue

ME 2570 MECHANICS OF MATERIALS

This chapter is concerned with the mechanical behavior of blood vessels. under static loading conditions and the methods required to analyze this

Course: US01CPHY01 UNIT 1 ELASTICITY I Introduction:

Advanced Structural Analysis EGF Cylinders Under Pressure

AERO 214. Lab II. Measurement of elastic moduli using bending of beams and torsion of bars

Fluid Mechanics. If deformation is small, the stress in a body is proportional to the corresponding

9 MECHANICAL PROPERTIES OF SOLIDS

Lecture 8 Viscoelasticity and Deformation

NORMAL STRESS. The simplest form of stress is normal stress/direct stress, which is the stress perpendicular to the surface on which it acts.

Modeling of Fiber-Reinforced Membrane Materials Daniel Balzani. (Acknowledgement: Anna Zahn) Tasks Week 2 Winter term 2014

Lab Exercise #5: Tension and Bending with Strain Gages

Chapter 13 ELASTIC PROPERTIES OF MATERIALS

1. A pure shear deformation is shown. The volume is unchanged. What is the strain tensor.

Relationship Between Instantaneous Aortic Flow and the Pressure Gradient

Strength of Materials Prof S. K. Bhattacharya Department of Civil Engineering Indian Institute of Technology, Kharagpur Lecture - 18 Torsion - I

Lecture 8 Viscoelasticity and Deformation

Name :. Roll No. :... Invigilator s Signature :.. CS/B.TECH (CE-NEW)/SEM-3/CE-301/ SOLID MECHANICS

Laminated Beams of Isotropic or Orthotropic Materials Subjected to Temperature Change

Cork Institute of Technology. Autumn 2007 Mechanics of Materials (Time: 3 Hours)

Chapter 5 Torsion STRUCTURAL MECHANICS: CE203. Notes are based on Mechanics of Materials: by R. C. Hibbeler, 7th Edition, Pearson

Recap. Transitions from one state into another are initiated by heating/cooling the material. Density is mass per volume: Pressure is force per area:

Full-field measurements and identification for biological soft tissues: application to arteries in vitro

(48) CHAPTER 3: TORSION

PES Institute of Technology

Chapter 3. Load and Stress Analysis. Lecture Slides

Equilibrium & Elasticity

Exercise: concepts from chapter 8

QUESTION BANK DEPARTMENT: CIVIL SEMESTER: III SUBJECT CODE: CE2201 SUBJECT NAME: MECHANICS OF SOLIDS UNIT 1- STRESS AND STRAIN PART A

R13. II B. Tech I Semester Regular Examinations, Jan MECHANICS OF SOLIDS (Com. to ME, AME, AE, MTE) PART-A

Analytical Strip Method for Thin Isotropic Cylindrical Shells

Relationship between pulse-wave velocity and arterial elasticity

Experimental evidence of the compressibility of arteries

TRESS - STRAIN RELATIONS

2012 MECHANICS OF SOLIDS

MECHANICAL PROPERTIES OF THE OCTOPUS AORTA

Mechanical Design in Optical Engineering

CE6306 STRENGTH OF MATERIALS TWO MARK QUESTIONS WITH ANSWERS ACADEMIC YEAR

Tuesday, February 11, Chapter 3. Load and Stress Analysis. Dr. Mohammad Suliman Abuhaiba, PE

SRI CHANDRASEKHARENDRA SARASWATHI VISWA MAHAVIDHYALAYA

Chapter 10. Solids & Liquids

3. BEAMS: STRAIN, STRESS, DEFLECTIONS

cos(θ)sin(θ) Alternative Exercise Correct Correct θ = 0 skiladæmi 10 Part A Part B Part C Due: 11:59pm on Wednesday, November 11, 2015

OPTIMAL SYSTEMS: II. THE VASCULAR SYSTEM

QUESTION BANK SEMESTER: III SUBJECT NAME: MECHANICS OF SOLIDS

Stress Strain Elasticity Modulus Young s Modulus Shear Modulus Bulk Modulus. Case study

KINGS COLLEGE OF ENGINEERING DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK. Subject code/name: ME2254/STRENGTH OF MATERIALS Year/Sem:II / IV

Unit I Stress and Strain

Statics. Phys101 Lectures 19,20. Key points: The Conditions for static equilibrium Solving statics problems Stress and strain. Ref: 9-1,2,3,4,5.

GATE SOLUTIONS E N G I N E E R I N G

Chapter 5: Torsion. 1. Torsional Deformation of a Circular Shaft 2. The Torsion Formula 3. Power Transmission 4. Angle of Twist CHAPTER OBJECTIVES

UNIT I SIMPLE STRESSES AND STRAINS

MECHANICS OF MATERIALS

The University of Melbourne Engineering Mechanics

Mathematical Models and Numerical Simulations for the Blood Flow in Large Vessels

Module 7: Micromechanics Lecture 29: Background of Concentric Cylinder Assemblage Model. Introduction. The Lecture Contains

ESE TOPICWISE OBJECTIVE SOLVED PAPER I

PURE BENDING. If a simply supported beam carries two point loads of 10 kn as shown in the following figure, pure bending occurs at segment BC.

BME 207 Introduction to Biomechanics Spring 2017

Plasticity R. Chandramouli Associate Dean-Research SASTRA University, Thanjavur

STRESS, STRAIN AND DEFORMATION OF SOLIDS

31545 Medical Imaging systems

7.4 The Elementary Beam Theory

MAAE 2202 A. Come to the PASS workshop with your mock exam complete. During the workshop you can work with other students to review your work.

Pharmaceutical compounding I Colloidal and Surface-Chemical Aspects of Dosage Forms Dr. rer. nat. Rebaz H. Ali

8. Combined Loadings

Strength of Material. Shear Strain. Dr. Attaullah Shah

Stress-Strain Behavior

the tests under simple shear condition (TSS), where the radial and circumferential strain increments were kept to be zero ( r = =0). In order to obtai

7.6 Stress in symmetrical elastic beam transmitting both shear force and bending moment

MECHANICAL PROPERTIES OF SOLIDS

Hemodynamics II. Aslı AYKAÇ, PhD. NEU Faculty of Medicine Department of Biophysics

Fluid Mechanics Abdusselam Altunkaynak

[5] Stress and Strain

Class XI Chapter 9 Mechanical Properties of Solids Physics

Purpose of this Guide: To thoroughly prepare students for the exact types of problems that will be on Exam 3.

Module 5: Failure Criteria of Rock and Rock masses. Contents Hydrostatic compression Deviatoric compression

Stevens High School AP Physics II Work for Not-school

Comb resonator design (2)

Numerical Modelling of Dynamic Earth Force Transmission to Underground Structures

Chapter 9: Solids and Fluids

MATERIAL PROPERTIES. Material Properties Must Be Evaluated By Laboratory or Field Tests 1.1 INTRODUCTION 1.2 ANISOTROPIC MATERIALS

PULSE WAVE PROPAGATION IN LARGE BLOOD VESSELS BASED ON FLUID-SOLID INTERACTIONS METHODS

Numerical Model of the Influence of Shear Stress on the Adaptation of a Blood Vessel BMT 03-35

MECHANICAL CHARACTERIZATION OF BRAIN TISSUE

Mechanics of Inflatable Fabric Beams

Mechanics of Materials II. Chapter III. A review of the fundamental formulation of stress, strain, and deflection

Downloaded from Downloaded from / 1

[7] Torsion. [7.1] Torsion. [7.2] Statically Indeterminate Torsion. [7] Torsion Page 1 of 21

Transcription:

Compressibility of the Arterial Wall By Thomas E. Carew, M.S.E., Ramesh N. Vaishnav, Ph.D. and Dali J. Patel, M.D., Ph.D. ABSTRACT The assumption of incompressibility has often been applied to the analysis of arterial-wall elasticity; however, the supporting evidence has been incomplete. The present study was designed to explore this problem in greater depth by accurately measuring the changes in tissue volume associated with large, induced strains on 11 thoracic aorta segments excised from dogs. The radial, circumferential, and longitudinal stresses were measured as the artery was subjected to an internal pressure and longitudinal stretch greater than those in vivo. From these data it was possible to calculate the hydrostatic stress. The associated changes in volume of the aortic wall tissue were measured with a specially designed apparatus. The greatest volumetric strain (AV/V) was 0.00165. The bulk moduli obtained by dividing the hydrostatic stresses by the corresponding volume strains averaged 4.44 X 10 8 g/cm 2. Similar studies were also carried out on the abdominal aorta and the carotid, iliac, and pulmonary arteries. The volumetric strains observed were of the same magnitude. It is concluded that for most practical purposes arteries may be considered incompressible. ADDITIONAL KEY WORDS hydrostatic stress hydrostatic strain deviator stress deviator strain bulk modulus shear modulus volumetric strain The material properties of the arterial wall have been intensively studied for a number of years (1-6). In investigating these properties many workers have made the assumption that the arterial wall behaves as an incompressible material (1, 3, 5, 7). This assumption considerably simplifies both the experimental and analytical approaches to the problem. The experimental approach is simplified because the wall thicknesses may be calculated for various lengths and diameters from a single measurement of the volume of the segment and the analytical approach From the Section on Clinical Biophysics, Cardiology Branch, National Heart Institute, Bethesda, Maryland 20014. This work was supported in part by U. S. Public Health Service Research Grant HE 5454-08 from the National Heart Institute. Dr. Vaishnav's present address is Mechanics Department, Catholic University of America, Washington, D.C. Part of this report was submitted by Mr. Carew to the Catholic University of America in partial fulfillment of the requirements of a Master's degree in Biomechanics. Accepted for publication April 19, 1968. because fewer material constants (or functions) are necessary to characterize an incompressible material. Although the assumption of incompressibility has often been made, the experimental evidence for it is both conflicting and nondefinitive. In support of this assumption, Lawton (2) found that excised aortic strips were isovolumic under varying degrees of stretch. Similarly, Dobrin and Rovick (8) found that canine carotid arteries were incompressible when subjected to internal pressurization at a fixed length. Neither of the two investigations presents any details of the nature and level of the stresses and strains involved. On the other hand, Tickner and Sacks (9) reported changes in volume as much as 20 to 40$ in walls of excised arteries inflated with air from 0 to 326 cm H 2 O. Their x-ray technique for measuring wall thickness coupled with the possibility of dehydration due to the air inflation makes their findings questionable. To carry out meaningful experiments and to interpret the results properly, it is necessary Citculalitm RtitMrcb, Vol. XXIII, Jelj 196B 61

62 CAREW, VAISHNAV, PATEL to understand the nature of the assumption of incompressibility. A perfectly incompressible material undergoes no strain (i.e. no relative change in distance between material particles) under a hydrostatic state of stress. 1 Thus all the strain of a deformed incompressible body results from the nonhydrostatic (deviatoric) part of the stress. 2 Conversely, it is clear that knowledge of the strain in an incompressible body can be used to determine only the nonhydrostatic part of the stress. The hydrostatic part of the stress remains undetermined and some additional knowledge, such as boundary values of stress, is required to determine the stress fully. From the molecular viewpoint, all real materials must exhibit some degree of compressibility. However, since materials have the property of compressibility to varying degrees, it is quite possible that the mechanical response of some materials may be approximated very closely by the response of an ideally incompressible material under certain circumstances. Whereas the latter is characterized by an absolute insensitivity to hydrostatic stress, a nearly incompressible material would be characterized by a relative insensitivity to hydrostatic stress in comparison with its response to a deviatoric (or deforming) stress. For such materials the assumption of incompressibility would result in a negligible error if the state of stress is not predominantly hydrostatic. Lawton (2) as well as Dobrin and Rovick (8) found small volume strains in arteries, but failed to answer the question whether the assumption of incompressibility may be used in connection with the arterial wall because, by not showing the presence of a significant amount of hydrostatic stress, they did not establish whether their results were!a hydrostatic state of stress implies that the stress (force/unit area) inside a body is equal in all directions. In linear elasticity, the hydrostatic portion of any stress state is uniquely related to the volume change that the body undergoes. 2 A general state of stress may be divided into a hydrostatic part and a deviatoric part The deviatoric part is responsible for the change in shape of the body. For a more complete description see, for example, reference 6, p. 50. of general validity. In other words, it is possible to have a deformation of a compressible body with little or no change in volume simply because of the absence of hydrostatic stress. Thus, the application of the assumption of incompressibility hinges on whether the arterial wall undergoes volumetric strains that are negligible with respect to other strains in response to states of stress wherein the hydrostatic part is not small. In practice the relative insensitivity in response to hydrostatic stress can best be measured by a high value (relative to unity) of the ratio of the bulk modulus to the shear modulus; the bulk modulus (k) being the ratio of hydrostatic stress to the volumetric strain 8 and the shear modulus (G) being the ratio of deviatoric stress to deviatoric strain. 4 In passing it may be pointed out that a knowledge of the value of the bulk modulus alone is insufficient to determine the validity of the assumption of incompressibility. For example, even though water is considered to be incompressible in its flow behavior, its bulk modulus (2.18 X 10 10 dynes/cm 2 ) is lower than that of steel (12.8 X 10 11 dynes/cm 2 ) which is considered a compressible material in structural applications. The reason is that the shear modulus of water is approximately zero but that of steel is 8.11 X 10 11 dynes/ cm 2. Hence, although water has a very large value of k/g, steel has a value of k/g of approximately 1.5. The following is a study which attempts, in the light of the above rationale, to determine the reliability of the assumption of incompressibility for the canine thoracic aorta over the range of stress states of physiologic interest. In addition, certain semiquantitative results concerning the compressibility of other canine arterial segments are discussed. Method and Results Seventeen mongrel dogs ranging in weight from 27.7 to 34.3 kg were anesthetized with 8 Change in volume divided by initial volume. 4 That strain that is not volumetric; it is a measure of the relative change in shape of an element of a body. Circulation Resurcb, Vol. XXlll, Jxh 1968

COMPRESSIBILITY OF THE ARTERIAL WALL 63 DimensiOTis of the Arterial Se$ iments TABLE 1 No. of Segment *< egmentt UDTA 5 LDTA 6 AbA 5 IA 5 CA 5 PA 5 Dot weignt (kg) 32.0 ± 0.7 30.4 ± 0.8 29.6 ± 1.1 29.8 ± 1.2 29.8 ± 1.1 30.0 ± 1.0 In vivo data artssl preiiure (cm H-O) 151 ± 8.8 171 ± 11.3 171 ±8.7 173 ± 9.0 133 ± 16.0 164 ± 3.0 Length 7.5 ± 0.0 7.4 ± 0.14 6.3 ± 0.2 5.1 ± 0.2 7.2 ± 0.12 7.6 ± 0.3 Length (cm) 5.8 ± 0.08 5.7 ± 0.1 4.6 ± 0.2 3.7 ± 0.2 5.0 ± 0.2 3.8 ± 0.7 Unstretched dimensior Ridiui (cm) 0.48 ± 0.01 0.44 ± 0.01 0.34 ± 0.015 0.24 ± 0.01 0.17 ± 0.005 Wall V (is? C 2.933 ± 0.218 2.177 ± 0.070 1.545 ± 0.200 0.469 ± 0.033 0.426 ± 0.039 2.264 ± 0.227 UDTA = upper descending thoracic aorta; LDTA = lower descending thoracic aorta; AbA = lower abdominal aorta; PA = pulmonary artery; IA = external iliac artery; CA = common carotid artery. Average values ± SEM are given. pentobarbital (Nembutal), approximately 30 mg/kg of body weight. The in vivo length of the segments to be studied was measured by a vernier caliper and the mean arterial pressure by a Statham pressure transducer (Model P23AA). In eight dogs, segments from the upper and lower descending thoracic aorta were excised after ligation of the intercostal arteries. In nine dogs, segments of the lower abdominal aorta, common carotid, and iliac arteries and a segment consisting of the main and a portion of the left pulmonary arteries were excised. At the end of the experimental procedure outlined below the unstretched radius, length, and volume were obtained. The unstretched radius was obtained by cutting the specimen longitudinally, and measuring the circumference in the middle of the segment. The unstretched tissue volume, V o, was measured by weighing the segment in air and in water and subtracting the two weights. These data are summarized in Table 1 for the various sites. The bulk modulus is given by k = - AV/V0 (1) where T h is the hydrostatic stress, AV is the change in tissue volume. The hydrostatic stress is the average normal stress (i.e. stress perpendicular to the surface) on an element of a body, and is equal to one-third of the sum of the radial, circumferential, and longitudinal stresses. Orcni.lkm Rtittrcb, Vol. XXIII, July 1968 To calculate the bulk modulus, the hydrostatic stress must first be calculated. This requires the measurement of the three orthogonal stresses listed above. These were obtained in the following manner. Two cylindrical plugs, Vi inch long and selected to approximate the in vivo diameter of the segment, were inserted into either end of the excised arterial segment and secured by two ligatures. 6 The artery was then fixed between the legs of a force gauge 9 at a length from 3 to 10% greater than the in vivo length, and inflated with pressures greater than those in vivo (range 220 to 275 cm H 2 O). At this time measurements of pressure, outer diameter, and the longitudinal force necessary to maintain the segment at that length were obtained. To calculate the various stresses from these measurements, the membrane stress approximations were made. The formulas for calculating the stresses are: T r =-P/2 (radial stress), (2) B The excised arteries were stored from 2 to 24 hours at 4 C in a stock solution prepared according to the following formula: NaCl, 69 g; KC1, 3.5 g; MgSO 4 -H 2 O, 2.9 g; CaCl 2) 2.8 g; KHJPO 4, 1.6 g; NaHCO 3, 21.0 g; dextrose, 20.0 g; distilled water to 10,000 ml. 6 The force gauge, described in detail elsewhere (10), was constructed with stiff metal shims. The gauge was found to be linear (±2%) and showed insignificant hysteresis. The stiffness factor for the gauge was 45,000 g/cm.

64 CAREW, VAISHNAV, PATEL Diagram of experimental set-up. P.T. = pressure transducer. During an experiment the capillary tube shown at the top of the figure was directed horizontally so that changes in fluid level in the tube would not change the static pressure level. Note from the directional arrows that the end of the artery moves to the right without twisting as the crank is advanced. T e = (circumferential stress), (3) H T z = (F + PTTR 2 )/2TTRH (longitudinal stress), (4) T h = (T r 3 (hydrostatic stress), (5) where P is the internal pressure, F is the force registered on the force gauge, R is the radius of the middle surface of the cylindrical segment, and H is the wall thickness. Since the radial stress varies from P at the inner surface to zero at the outer surface of the artery, the stress on the middle surface of the segment in the radial direction was approximated as P/2. Equations 3 and 4 follow from simple equilibrium considerations (4,10). The second factor involved in computing the bulk modulus (see equation 1) is the volumetric strain AV/V 0. The change in wall volume, AV, was measured with the artery mounted in a sealed glass flask which had a capillary-tube side arm as shown in Figure 1. The flask was designed to allow a variable longitudinal extension and a variable internal pressurization to be imposed on the segment. The flask and side arm were carefully filled with normal saline which had been heated prior to filling to minimize air bubbles. The segment was extended longitudinally and pressurized internally to the same degree as that obtained while the segment was mounted in the force gauge; the artery was completely filled with saline. Then the high-pressure intraluminal fluid was allowed to equilibrate with the extraluminal fluid in the flask which was at atmospheric pressure. Concomitantly, the length of the segment was reduced to the excised length. Assuming for the moment that saline is incompressible, it can be seen that the change in wall volume of the arterial segment when going from a state of high hydrostatic stress to zero hydrostatic stress will be reflected as a change in height of the fluid column in the side arm. The resultant volume change, AV, was then divided by the previously obtained value of the unstretched volume to obtain the volumetric strain. Table 2 lists the results of these studies on 11 segments of thoracic aorta. Note that the average value of the volumetric strain, AV/ V o, was 0.060 ± 0.013%, the hydrostatic stress, T,,, was 1798 ±109 g/cm 2, and the bulk modulus, k, was 4.44 ± 0.92 X 10 6 g/cm 2. In contrast to the segments of thoracic aorta that were studied in detail, semiquantitative results were obtained for the other arterial sites. Using the method described Circulation Reiearcb, Vol. XXIII, July 1968

-"" Results from the Descending Thoracic Aorta Dog 2 3 4 5 8 1 2 3 5 6 7 AL/Lo 45 41 46 37 37 36 29 45 42 37 40 AR/R,, (%) 77 77 65 74 70 52 70 78 77 55 78 p (cm H-O) 234 234 242 256 248 228 246 268 244 254 248 T, To (g/cm'') (g/cm 1 ) T, (g/cm') Upperdescending thoracicaorta -117 2696-117 2634-121 2412-128 2956-124 2722 Lowerdescending thoracic aorta -114 2435-123 2741-134 3455-122 3086-127 2714-124 2694 AVERAGE ± SEM 40 ± 1.5 70 ± 2.4 246 ± 3.7-123 ± 1.9 2777 ± 95 2749 ± 342 1798 ± 109 0.0602 ± 0.0134 h 0 ferential strain, AR/R^ are included for purposes of comparison. 1526 3194 3219 1870 1660 5292 2511 2974 2333 4049 1608 Ti (g/cm 11 ) 1335 1904 1837 1566 1419 2538 1710 2098 1766 2212 1393 AV/Vo (%) 0.0290 0.0837 0.0989 0.0539 0.0201 0.0620 0.0443 0.0706 0.1654 0.0185 0.0263 k (g/cm*) 4.60 X 10 2.28 X 10 1.86 x 10 2.90 x 108 7.05 x 10 4.88 X 100 3.86 x 10" 2.97 x 100 1.07 x 10 12.05 X 100 5.29 X 10

66 CAREW, VAISHNAV, PATEL above, changes in volume were measured in five segments of each artery as the segments were subjected to a longitudinal stretch of 47 ± 3.4?. The volumetric strains observed were 0.02% for the pulmonary artery, 0.07% for the common carotid artery, 0.06% for the iliac artery, and 0.05% for the lower abdominal aorta. In each type of systemic artery one or more segments were also subjected to an internal pressure of approximately 250 cm H 2 O and the same longitudinal stretch as before; in this case volumetric strains of the wall were slightly larger, averaging 0.14 ± 0.03%. Similarly, three specimens of pulmonary artery were inflated to a pressure of 40 cm H 2 O and extended longitudinally 40%; the volumetric strain was less than 0.05%. Discussion PHYSIOLOGIC CONSIDERATIONS There is a possibility that the method described will not record changes in wall volume if they are induced by a change in water content of the arterial wall as it is stretched. The question here is actually central to the study of the mechanics of the vascular wall. The wall consists of solid or semisolid fibrillar structures imbedded in a gelatinous matrix. There is some question whether one may treat such a multiphase system as a homogeneous substance. If significant amounts of water shift out of the wall as the wall is mechanically deformed, it would be difficult to apply, even approximately, the laws of continuum mechanics. Therefore, an attempt was made to determine roughly whether there was any phase separation of the wall material upon mechanical deformation of the segment. For this purpose, 12 descending thoracic aortas were excised from dogs after measuring the length in situ. The aortas were then cut longitudinally into two approximately equal segments. The fresh-tissue weight of both segments was obtained, and then one segment served as a control and the other was extended 66%, which was 18% in excess of the in vivo length. Both segments were then pinned to a cork board, and after a two-minute equilibration, the stretched segment and the control segment were blotted uniformly with dry gauze sponges. The segments were then reweighed, and the percent weight loss for each segment was calculated. Three repeat runs were made with each segment, each run reversing the roles of the experimental and control segments. The average weight loss of the stretched segments exceeded the average loss of the control segments by 0.13%. The test for significance gave a value of P = 0.35. It should be noted that there probably was a small degree of systematic error in favor of obtaining larger losses in the stretched specimens, because there was a greater surface area-to-volume ratio and hence a greater potential loss due to evaporation. In addition, the stretched specimen presented a larger and more uniform surface to be blotted, which again raises the likelihood of a systematic error in favor of the stretched segments. In view of the above, it would seem unlikely that this 0.13% difference in the average values represents a significant loss of fluid from the vessel due to stretching. Certainly, this amount of fluid transfer could not account for the discrepancy between the volume changes in the present study and the large negative values of volumetric strain reported by Tickner and Sacks (9). METHOD ERROR There are two possible limitations in the accuracy of the data as a result of the method employed. The first is the degree of accuracy with which small changes in volume could be measured. It was estimated that the height of the column of fluid in the capillary side arm could be measured to an accuracy equivalent to volumetric changes of approximately ± 0.14 X I0" 8 ml. This figure is approximately one-tenth of the average change in volume observed. A second factor concerns artifactitious changes in volume due to "leaks" (i.e., evaporation losses around the large glass flange and other fittings in the system), decompression of the intraluminal saline, and the compliance of the manometer and connecting tubings. The magnitude of the observed leak for the duration of an CircMUtkm Rtiurcb, Vol. XXIII, Jufj 1968

COMPRESSIBILITY OF THE ARTERIAL WALL 67 experiment averaged about 10 to 15* of the total volume change. The error here is an additive one, i.e., the volume changes were overestimated by the amount of the leak. The volume change due to decompression of the intraluminal fluid and the compliance of the membrane of the pressure transducer were calculated and found to be within the range of error in reading volume changes (<0.1 fji liter). VALIDITY OF THE INCOMPRESSIBILITY ASSUMPTION In the case of small deformations of an isotropic, elastic body, the hydrostatic stress is linearly related to the volumetric strain and likewise the deviator stress to the deviator strain, the constants of proportionality in the two cases being the bulk modulus, k, and the shear modulus, G, respectively. The former is related to the Young modulus E and the Poisson ratio o- by the relation k = E/3(l-2cr), and the latter through the relation G = E/2(l + o"). As discussed in the introduction, an ideally incompressible material, by definition, is one which suffers no volumetric strain under any state of stress. Such a material is characterized by an infinite value of bulk modulus or, equivalently, a value of one-half for the Poisson ratio. In situations such as in a blood vessel under physiologic loading where the hydrostatic and deviatoric components of stress are comparable in magnitude (see below), a large value of the ratio k/g (k/g»l) indicates that the material is relatively incompressible, and theories based on the assumption of incompressibility may be expected to give valid results. The results of such theories, however, should not be extrapolated to cases in which the hydrostatic stress predominates, as even for high k-g ratios, significant volumetric strains can exist. It should be noted that in the realm of finite elastic deformation, as in arteries, the picture is not so clear-cut. Even in the second order theory of elasticity, there are additional squared terms which arise in the equation relating hydrostatic stress to deformation (11). However, in a qualitative sense, it is still possible to use the type of rationale Circulatioo Restvcb, Vol. XXlll, Jmiy 1968 developed in the small deformation theory to see if the assumption of incompressibility is valid for a given state of stress. Let us examine a blood vessel to assess the validity of the assumption of incompressibility. Typically, values of the principal stresses at a mean pressure of 140 cm H 2 O and at the in vivo length in the descending thoracic aorta of dogs are T r = 70 g/cm 2, T<> = 2388 g/cm 2, and T z = 2000 g/cm 2 (Patel and Fry, unpublished observations). This yields a hydrostatic stress T h = 1439 g/cm 2. The magnitude of the deviator stress, given by T,, = [(T r - T h ) 2 + (T e - T h ) 2 + (T, - T h ) 2 ] *, (6) is 1869 g/cm 2. Since T b and T d are comparable in magnitude, the ratio k/e would determine the validity of the assumption of incompressibility. In the present case, taking the value of k as about 4 X 10 8 g/cm 2 and a typical value of the Young modulus for the thoracic aorta as approximately 4.4 X 10 3 g/ cm 2 on the basis of Bergel's results 7 (1), it is seen that k is three orders of magnitude larger than E. It is this large ratio that justifies the assumption of incompressibility. Qualitatively, at least, the same result should hold true for the other arteries studied as the volumetric strains observed were quite small even under very large extensions. A further measure of the adequacy of the assumption of incompressibility could be obtained by examining the error introduced by assuming that the Poisson ratio of such a material is equal to one half. (This value of the Poisson ratio cr is valid for an incompressible isotropically elastic material undergoing small deformations.) At the same time, it is possible to determine the error incurred in assuming incompressibility in the experimental determination of the Young modulus from a situation wherein arterial segments are inflated at a constant length. From the small strain theory it can be shown that T Strictly speaking, a value of a secant Young modulus should have been used instead of Bergel's incremental modulus but in the present order-ofmagnitude analysis this is not too important.

68 CAREW, VAISHNAV, PATEL 3k-E (7) where E is the Young modulus and k the bulk modulus (12). For segments inflated at a constant length the formula for calculating the Young modulus is Ap (8) where Ap is the pressure change, AR,, is the change in outer radius, Ri the inner radius, and Ro the outer radius (1). Since Bergel's value of 4390 g/cm 2 for the Young modulus E at a mean pressure of 100 mm Hg was calculated, assuming cr to be equal to 0.5 (1), we may evaluate the expression in square brackets in equation 8 for this mean pressure. Substitution of equation 8 into equation 7 yields a quadratic equation in cr with known coefficients which involve only experimentally measured quantities, i.e., k and the term in square brackets from equation 8. Solving for cr and discarding the physically impossible root of the quadratic, one obtains cr = 0.4998, which represents 0.04$ deviation from cr = 0.5. A corrected Young modulus E calculated from equation 8 using cr = 0.4998 differs by only 0.03«from Bergel's value. As mentioned in the introduction, the experimental and theoretical tasks of characterizing the elastic properties of the arterial wall are enormously simplified if the assumption of incompressibility can be made. From the preceding it is concluded that under physiologic conditions such an assumption is indeed justified. Acknowledgment We are indebted to Dr. D. L. Fry for his help and criticisms and to Mr. Fred Plowman for his technical assistance. References 1. BERCEL, D. H.: Static elastic properties of the arterial wall. J. Physiol. (London) 156: 445, 1961. 2. LAWTON, R. W.: Thermoelastic behavior of isolated aortic strips of the dog. Circulation Res. 2: 344, 1954. 3. MCDONALD, D. A.: Blood Flow in Arteries. Baltimore, Williams & Wilkins, 1960. 4. PETERSON, L. H., JENSEN, R. E., AND PARNELL, J.: Mechanical properties of arteries in vivo. Circulation Res. 8: 622, 1960. 5. PATEL, D. J., DEFREITAS, F. M., GREENFIELD, J. C, JR., AND FRY, D. L.: Relationship of radius to pressure along the aorta in living dogs. J. Appl. Physiol. 18: 1111, 1963. 6. ATTTNCER, E. O. (ed.): Pulsatile Blood Flow. New York, McGraw-Hill, 1964, p. 263, ff. 7. HARDUNC, V.: Die Bedeutung der Anisotropie und Inhomogenitat bei der Bestimmung der Elastizitat der BlutgefJisse: I Mitteilung. Angiologica 1: 141, 1964. 8. DOBRIN, P. B., AND ROVICK, A. A.: Static elastic properties of the dog carotid arterial wall. Federation Proc. 26: 1021, 1967. 9. TICKNER, E. G., AND SACKS, A. H.: A theory for the static elastic behavior of blood vessels. Biorheology 4: 151, 1967. 10. JANICKI, J. S., AND PATEL, D. J.: A force gauge for measurement of longitudinal stresses in a blood vessel in situ. J. Biomechanics 1: 19, 1968. 11. MURNAGHAN, F. D.: Finite Deformation of an Elastic Solid. New York, John Wiley & Sons, 1951, pp. 67-71. 12. DURELLI, A. J., PHILLIPS, E. A., AND TSAO, C. H.: Introduction to the Theoretical and Experimental Analysis of Stress and Strain. New York, McGraw-Hill, 1958, p. 90. Circulation Resetrcb, Vol. XXIII, Jxlj 1968