View Factor Orientation (or View factor or shape factor) plays an important role in radiation heat transfer. View factor is defined as, "fraction of radiation leaving surface 'i' and strike 'j' ". Summation Rule (View Factor) If there is are similar surfaces 'i' and 'j' , then: Blackbody Radiation Exchange Radiation Exchange between Opaque, Diffuse, Gray surfaces in an Enclosure 1. Opaque 2. Surfaces 3. Two surface enclosure Radiation Shield It is used to protect surfaces from radiation act like a reflective surface. References: Material from Class Lectures + Book named Fundamentals of Heat and Mass Transfer by Theodore L. Bergman + My knowledge. Photoshoped pics are developed. Some pics and GIF from Google. Videos from YouTube ( Engineering Sights ).
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Axial Loads
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Saint Venant's Principle:
It states that, "A system of forces applied to some segment of a solid body in equilibrium, produce stresses in the body that rapidly diminishes with increasing distance from the segment".
Elastic Deformation of an Axially Loaded Member:
To evaluate formula for deformation, consider diagram.
If system is statically indeterminate if it is held by more supports than are required to maintain its equilibrium (which creates more number of unknowns). We designate one of reactions as a Redundant to eliminate corresponding support.
Principle of Superposition states that: "Stress or displacements in complex loading are obtained by subdividing into components and later algebraically summing the stress or displacements caused by each load".
Conditions must be satisfied:
Loading must be linearly related to stress or displacement that is to be determined.
Loading must not significantly change the original geometry or configuration of member.
There are two types of analysis which are discussed ahead:
1. First Method of Analysis:
There are three steps for the First method of analysis for Indeterminate problem. Steps are given below:
Equilibrium equation.
Compatibility equation.
Stress-Strain relation or Deformation equation.
2. Flexibility or Force Method Analysis:
There are three steps for the Force method analysis for Indeterminate problem. Steps are given below:
Compatibility equation.
Stress-Strain relation or Deformation equation.
Equilibrium equation.
To solve statically indeterminate systems, consider following diagram:
Thermal Effects:
External loads are not the only source of stresses and strains in a structure. Thermal effects are commonly found in both mechanical and structural analysis (rise of stress and strain) that are open to atmosphere.
Changes in temperature, produce expansion or contraction of structural materials, resulting in thermal strain and stresses.
Thermal effects are more important in design of statically indeterminate structures than statically determinate ones.
References:
Material from Class Lectures + Book named Engineering Mechanics of Materials by R.C. Hibbeler (10th Edition) + my knowledge.
TAPING CORRECTIONS There are two types of corrections depending upon the type of errors in tape due to the different conditions. 1. Systematic Errors : Slope Erroneous tape length Temperature Tension Sag 2. Random Errors : Slope Alignment Marking & Plumbing Temperature Tension & Sag 1. Temperature Correction It is necessary to apply this correction, since the length of a tape is increased as its temperature is raised, and consequently, the measured distance is too small. It is given by the formula, C t = 𝛼 (T m – T o )L Where, C t = the correction for temperature, in m. 𝛼 = the coefficient of thermal expansion. T m = the mean temperature during measurement. T o = the tempe...
Solid Mechanics OR Mechanics of Materials OR Strength of Materials: It is the study of mechanics of body i.e. forces and their effects on deformable solids under different loading conditions. Deformable Body Mechanics: It is the study of non-rigid solid structures which deform under load. Deformation/Distortion ⇾ change of shape and size OR have some relative displacement or rotation of particles. It happens when we apply combined load. Rigid Body Motion ⇾ Translation or rotation of particles but having constant distance between particles. Since deformation occur at particular load. Below this load, every body is considered as rigid body . Types of Load: Point Load ⇾ Load apply on a single point i.e. concentrated load. Uniformly Distributed Load (UDL) ⇾ Load remains uniform throughout an area of element like beam. Varying Distributed Load (VDL) ⇾ Load varies with length with constant rate. Moment ⇾ It measures the tend...
Strain Transformation Principal Strain and stresses can occur in the same directions. Material Properties Relation (Young, bulk Rigidity Modulus) ⇼ Hooke's Law General State of Strain ⇼ Є X , Є Y , Є Z and ૪ X , ૪ Y , ૪ Z . Stress (normal or shear)/ Strain (normal or shear) ⇼ vary with element orientation. Transformation equations for Plane strain derived from: Interpretation of Experimental measurements Represent in graphical form for plane strain (Mohr's Circle). Geometry and independent of material properties. Mohr's Circle It is defined as., " A graphical method for determining normal and shear Shear stresses without using the stress transformation equations " . While considering the circle CCW ⇼ Shear strain positive upward & Normal strain positive towards right. The construction of Mohr's circle (with normal and shear stresses are known) is quite easy which include following steps: Draw a set o...
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