2.21
The shape of a suspension bridge cable, when hanging under its own weight, follows a catenary curve, modeled using the hyperbolic cosine function.
When the vertical position y1 is known, the inverse hyperbolic cosine function helps find the corresponding horizontal position x1.
The inverse hyperbolic functions include the inverse hyperbolic sine, cosine, and tangent, along with their cosecant, secant, and cotangent counterparts.
To find the derivative of the inverse hyperbolic cosine function, first express it in terms of the hyperbolic cosine function.
Differentiating both sides implicitly gives a relation involving the hyperbolic sine function.
Using the standard identity that relates the hyperbolic sine and cosine, and substituting the expression for hyperbolic sine, gives the derivative in terms of the hyperbolic cosine. Eliminating the hyperbolic cosine gives the final expression in terms of the vertical position.
This expression shows that the rate of change of the horizontal position of a catenary curve of a suspension bridge depends on the vertical position.
The steepness is greater near the supports and smaller at the center.
The shape of a suspension bridge cable hanging under its own weight is described by a catenary curve, which is modeled using the hyperbolic cosine function. This mathematical model accurately captures the balance between gravity and tension acting along the cable. When a particular vertical position on the cable is known, the corresponding horizontal position can be determined using the inverse hyperbolic cosine function, allowing for a detailed analysis of the cable's geometry.
Inverse hyperbolic functions form a family that includes the inverse hyperbolic sine, cosine, and tangent, along with their corresponding cosecant, secant, and cotangent forms. These functions play a crucial role in calculus when solving problems that involve hyperbolic relationships, such as those encountered in structural engineering and physics.
To determine how the horizontal position changes with respect to the vertical position along a catenary, the derivative of the inverse hyperbolic cosine function must be found. This process begins by rewriting the inverse function in terms of the original hyperbolic cosine function. Implicit differentiation is then applied, resulting in an expression that involves the hyperbolic sine function. By using a standard identity that relates the hyperbolic sine and cosine functions, the derivative can be rewritten entirely in terms of the hyperbolic cosine. Finally, the remaining hyperbolic expression is eliminated so that the derivative depends only on the vertical position.
The resulting relationship shows that the rate at which the horizontal position changes along the cable is not constant. Instead, it depends on the height of the cable above its lowest point. The slope is relatively small near the center of the bridge, where the cable is nearly horizontal, and becomes progressively larger as the cable approaches the supports. This variation in steepness reflects the physical behavior of suspension bridge cables and highlights the usefulness of hyperbolic functions in modeling real-world structures.
The shape of a suspension bridge cable, when hanging under its own weight, follows a catenary curve, modeled using the hyperbolic cosine function.
When the vertical position y1 is known, the inverse hyperbolic cosine function helps find the corresponding horizontal position x1.
The inverse hyperbolic functions include the inverse hyperbolic sine, cosine, and tangent, along with their cosecant, secant, and cotangent counterparts.
To find the derivative of the inverse hyperbolic cosine function, first express it in terms of the hyperbolic cosine function.
Differentiating both sides implicitly gives a relation involving the hyperbolic sine function.
Using the standard identity that relates the hyperbolic sine and cosine, and substituting the expression for hyperbolic sine, gives the derivative in terms of the hyperbolic cosine. Eliminating the hyperbolic cosine gives the final expression in terms of the vertical position.
This expression shows that the rate of change of the horizontal position of a catenary curve of a suspension bridge depends on the vertical position.
The steepness is greater near the supports and smaller at the center.
From Chapter 2:
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