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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Introduction to Solid Mechanics
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Solids
A body is and remains continuous under the action of external force. That means:
Consist of continuous material points.
Can sustain shear.
Neighboring points remains neighbors.
Solid Mechanics
We will discuss what steps are taken out to understand the dynamic or static response of structure. Steps are:
Once solution for analytical method carried out, we compare both solutions (by Hand or by Ansys), we use experimental method to take out further results and then draw conclusion that structure is capable of holding that load or not.
Surface structure is made from a material having small thickness compared to its other dimensions. Structures are classified as:
We are here to design and produce a variety of objects and structure. A safe and successful design must adhere following mechanical concerns:
Strength ↔ object is strong enough to withstand load applied and repeated loadings.
Stiffness ↔ object deflect or deform so much that it cannot perform its intended function.
Stability ↔ object suddenly bend or buckle out of shape at some elevated load.
Structural Design
Design loading is specified in codes (requirement for the actual structural design). For E.g.: dead loads, live loads, snow loads, wind loads, seismic loads, hydrostatic and soil pressure.
Considerations of material and load uncertainties are very important.
Allowable Stress Design (ASD)
A single factor of safety which include material and load uncertainties.
Computed Elastic Stress should not exceed Allowable Stress for each load combinations.
For ASCE 7-10 standard include:
Dead load
(0.6) dead load + (0.6) wind load
(0.6) dead load + (0.7) earthquake load
Load & Resistance Factor Design (LRFD)
There has been an increasing trend to separate material uncertainty from load uncertainty called Strength Design or LRFD.
For ASCE 7-10 standard include:
(1.4) Dead load
(0.9) dead load + (1.0) wind load
(0.9) dead load + (1.0) earthquake load
(1.2) dead load + (1.6) live load + (0.5) snow load
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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