||The English used in this article or section may not be easy for everybody to understand. (May 2012)|
Stress is a measure of the internal forces in a body between its particles. These internal forces are a reaction to the external forces applied on the body that cause it to separate, compress or slide. External forces are either surface forces or body forces. Stress is the average force per unit area that a particle of a body exerts on an adjacent particle, across an imaginary surface that separates them.
The formula for uniaxial normal stress is:
where σ is the stress, F is the force and A is the surface area.
In SI units, force is measured in newtons and area in square metres. This means stress is newtons per square meter, or N/m2. However, stress has its own SI unit, called the pascal. 1 pascal (symbol Pa) is equal to 1 N/m2. In Imperial units, stress is measured in pound-force per square inch, which is often shortened to "psi". The dimension of stress is the same as that of pressure.
In continuum mechanics, the loaded deformable body behaves as a continuum. So, these internal forces are distributed continually within the volume of the material body. (This means that the stress distribution in the body is expressed as a piecewise continuous function of space and time.) The forces cause deformation of the body's shape. The deformation can lead to a permanent shape change or structural failure if the material is not strong enough.
Some models of continuum mechanics treat force as something that can change. Other models look at the deformation of matter and solid bodies, because the characteristics of matter and solids are three dimensional. Each approach can give different results. Classical models of continuum mechanics assume an average force and do not properly include "geometrical factors". (The geometry of the body can be important to how stress is shared out and how energy builds up during the application of the external force.)
Shear stress[change | change source]
Simple stresses[change | change source]
In some situations, the stress within an object can be described by a single number, or by a single vector (a number and a direction). Three such simple stress situations are the uniaxial normal stress, the simple shear stress, and the isotropic normal stress.
Uniaxial normal stress[change | change source]
Tensile stress (or tension) is the stress state leading to expansion; that is, the length of a material tends to increase in the tensile direction. The volume of the material stays constant. When equal and opposite forces are applied on a body, then the stress due to this force is called tensile stress.
Therefore in a uniaxial material the length increases in the tensile stress direction and the other two directions will decrease in size. In the uniaxial manner of tension, tensile stress is induced by pulling forces. Tensile stress is the opposite of compressive stress.
Tensile stress may be increased until the reach of tensile strength, namely the limit state of stress.
Stress in one-dimensional bodies[change | change source]
All real objects occupy three-dimensional space. However, if two dimensions are very large or very small compared to the others, the object may be modelled as one-dimensional. This simplifies the mathematical modelling of the object. One-dimensional objects include a piece of wire loaded at the ends and viewed from the side, and a metal sheet loaded on the face and viewed up close and through the cross section.
Related pages[change | change source]
References[change | change source]
- Walter D. Pilkey, Orrin H. Pilkey (1974). Mechanics of solids. p. 292.
- Daintith, John, ed. (2005). A Dictionary of Physics (Fifth ed.). Oxford University Press. p. 509. ISBN 978-0-19-280628-4.
- Ronald L. Huston and Harold Josephs (2009), "Practical Stress Analysis in Engineering Design". 3rd edition, CRC Press, 634 pages. ISBN 9781574447132
Bibliography[change | change source]
- Ameen, Mohammed (2005). Computational elasticity: theory of elasticity and finite and boundary element methods. Alpha Science Int'l Ltd. pp. 33–66. ISBN 184265201X.
- Atanackovic, Teodor M. (2000). Theory of elasticity for scientists and engineers. Springer. pp. 1–46. ISBN 081764072X. Unknown parameter
- Chadwick, Peter (1999). Continuum mechanics: concise theory and problems. Dover books on physics (2 ed.). Dover Publications. pp. 90–106. ISBN 0486401804.
- Chakrabarty, J. (2006). Theory of plasticity (3 ed.). Butterworth-Heinemann. pp. 17–32. ISBN 0750666382.
- Chatterjee, Rabindranath (1999). Mathematical Theory of Continuum Mechanics. Alpha Science Int'l Ltd. pp. 111–157. ISBN 8173192448.
- Chen, Wai-Fah; Han, Da-Jian (2007). Plasticity for structural engineers. J. Ross Publishing. pp. 46–71. ISBN 1932159754.
- Fung, Yuan-cheng (2001). Classical and computational solid mechanics. Volume 1 of Advanced series in engineering science. World Scientific. pp. 66–96. ISBN 9810241240. Unknown parameter
- Hamrock, Bernard (2005). Fundamentals of Machine Elements. McGraw-Hill. pp. 58–59. ISBN 0072976829.
- Hjelmstad, Keith D. (2005). Fundamentals of structural mechanics. Prentice-Hall international series in civil engineering and engineering mechanics (2 ed.). Springer. pp. 103–130. ISBN 038723330X.
- Irgens, Fridtjov (2008). Continuum mechanics. Springer. pp. 42–81. ISBN 3540742972.
- Jaeger, John Conrad (2007). Fundamentals of rock mechanics (Fourth ed.). Wiley-Blackwell. pp. 9–41. ISBN 0632057599. Unknown parameter
- Lubliner, Jacob (2008). Plasticity Theory (Revised Edition) (PDF). Dover Publications. ISBN 0486462900.
- Mase, George E. (1970). Continuum Mechanics. McGraw-Hill. pp. 44–76. ISBN 0070406634.
- Mase, G. Thomas (1999). Continuum Mechanics for Engineers (Second ed.). CRC Press. pp. 47–102. ISBN 0-8493-1855-6. Unknown parameter
- Prager, William (2004). Introduction to mechanics of continua. Dover Publications. pp. 43–61. ISBN 0486438090.
- Smith, Donald Ray (1993). An introduction to continuum mechanics -after Truesdell and Noll. Springer. ISBN 0792324544. Unknown parameter
- Wu, Han-Chin (2005). Continuum mechanics and plasticity. CRC Press. pp. 45–78. ISBN 1584883634.