Solid mechanics
Continuum mechanics  

Laws






Solid mechanics is the branch of continuum mechanics that studies the behavior of solid materials, especially their motion and deformation under the action of forces, temperature changes, phase changes, and other external or internal agents.
Solid mechanics is fundamental for civil, aerospace, nuclear, biomedical and mechanical engineering, for geology, and for many branches of physics such as materials science.^{[1]} It has specific applications in many other areas, such as understanding the anatomy of living beings, and the design of dental prostheses and surgical implants. One of the most common practical applications of solid mechanics is the EulerBernoulli beam equation. Solid mechanics extensively uses tensors to describe stresses, strains, and the relationship between them.
Relationship to continuum mechanics
As shown in the following table, solid mechanics inhabits a central place within continuum mechanics. The field of rheology presents an overlap between solid and fluid mechanics.
Continuum mechanics The study of the physics of continuous materials 
Solid mechanics The study of the physics of continuous materials with a defined rest shape. 
Elasticity Describes materials that return to their rest shape after applied stresses are removed.  
Plasticity Describes materials that permanently deform after a sufficient applied stress. 
Rheology The study of materials with both solid and fluid characteristics.  
Fluid mechanics The study of the physics of continuous materials which deform when subjected to a force. 
NonNewtonian fluids do not undergo strain rates proportional to the applied shear stress.  
Newtonian fluids undergo strain rates proportional to the applied shear stress. 
Response models
A material has a rest shape and its shape departs away from the rest shape due to stress. The amount of departure from rest shape is called deformation, the proportion of deformation to original size is called strain. If the applied stress is sufficiently low (or the imposed strain is small enough), almost all solid materials behave in such a way that the strain is directly proportional to the stress; the coefficient of the proportion is called the modulus of elasticity. This region of deformation is known as the linearly elastic region.
It is most common for analysts in solid mechanics to use linear material models, due to ease of computation. However, real materials often exhibit nonlinear behavior. As new materials are used and old ones are pushed to their limits, nonlinear material models are becoming more common.
There are four basic models that describe how a solid responds to an applied stress:
 Elasticity – When an applied stress is removed, the material returns to its undeformed state. Linearly elastic materials, those that deform proportionally to the applied load, can be described by the linear elasticity equations such as Hooke's law.
 Viscoelasticity – These are materials that behave elastically, but also have damping: when the stress is applied and removed, work has to be done against the damping effects and is converted in heat within the material resulting in a hysteresis loop in the stress–strain curve. This implies that the material response has timedependence.
 Plasticity – Materials that behave elastically generally do so when the applied stress is less than a yield value. When the stress is greater than the yield stress, the material behaves plastically and does not return to its previous state. That is, deformation that occurs after yield is permanent.
 Thermoelasticity  There is coupling of mechanical with thermal responses. In general, thermoelasticity is concerned with elastic solids under conditions that are neither isothermal nor adiabatic. The simplest theory involves the Fourier's law of heat conduction, as opposed to advanced theories with physically more realistic models.
Timeline
 1452–1519 Leonardo da Vinci made many contributions
 1638: Galileo Galilei published the book "Two New Sciences" in which he examined the failure of simple structures
 1660: Hooke's law by Robert Hooke
 1687: Isaac Newton published "Philosophiae Naturalis Principia Mathematica" which contains Newton's laws of motion
 1750: Euler–Bernoulli beam equation
 1700–1782: Daniel Bernoulli introduced the principle of virtual work
 1707–1783: Leonhard Euler developed the theory of buckling of columns
 1826: ClaudeLouis Navier published a treatise on the elastic behaviors of structures
 1873: Carlo Alberto Castigliano presented his dissertation "Intorno ai sistemi elastici", which contains his theorem for computing displacement as partial derivative of the strain energy. This theorem includes the method of least work as a special case
 1874: Otto Mohr formalized the idea of a statically indeterminate structure.
 1922: Timoshenko corrects the EulerBernoulli beam equation
 1936: Hardy Cross' publication of the moment distribution method, an important innovation in the design of continuous frames.
 1941: Alexander Hrennikoff solved the discretization of plane elasticity problems using a lattice framework
 1942: R. Courant divided a domain into finite subregions
 1956: J. Turner, R. W. Clough, H. C. Martin, and L. J. Topp's paper on the "Stiffness and Deflection of Complex Structures" introduces the name "finiteelement method" and is widely recognized as the first comprehensive treatment of the method as it is known today
See also
Wikiversity has learning resources about Solid mechanics 
Wikibooks has a book on the topic of: Solid mechanics 
 Strength of materials  Specific definitions and the relationships between stress and strain.
 Applied mechanics
 Materials science
 Continuum mechanics
 Fracture mechanics
References
Notes
 ↑ Allan Bower (2009). Applied mechanics of solids. CRC press. Retrieved March 5, 2017.
Bibliography
 L.D. Landau, E.M. Lifshitz, Course of Theoretical Physics: Theory of Elasticity ButterworthHeinemann, ISBN 075062633X
 J.E. Marsden, T.J. Hughes, Mathematical Foundations of Elasticity, Dover, ISBN 0486678652
 P.C. Chou, N. J. Pagano, Elasticity: Tensor, Dyadic, and Engineering Approaches, Dover, ISBN 0486669580
 R.W. Ogden, "Nonlinear Elastic Deformation", Dover, ISBN 0486696480
 S. Timoshenko and J.N. Goodier," Theory of elasticity", 3d ed., New York, McGrawHill, 1970.
 A.I. Lurie, "Theory of Elasticity", Springer, 1999.
 L.B. Freund, "Dynamic Fracture Mechanics", Cambridge University Press, 1990.
 R. Hill, "The Mathematical Theory of Plasticity", Oxford University, 1950.
 J. Lubliner, "Plasticity Theory", Macmillan Publishing Company, 1990.
 J. Ignaczak, M. OstojaStarzewski, "Thermoelasticity with Finite Wave Speeds," Oxford University Press, 2010.
 D. Bigoni, "Nonlinear Solid Mechanics: Bifurcation Theory and Material Instability," Cambridge University Press, 2012.
 Y. C. Fung, Pin Tong and Xiaohong Chen, "Classical and Computational Solid Mechanics", 2nd Edition, World Scientific Publishing, 2017, ISBN 9789814713641.