Consider a three-node quadratic element in one dimension with unequally spaced nodes (Fig. 2). (a) Obtain the B matrix. (b) Consider an element with x1=0, x2=1/5 and x3=1 Evaluate strain & in terms of u2 and u (u0), and check what happens when s approaches 0. (c) If you evaluate K by one-point quadrature using B EADB for same coordinates as in (b) and constrain node 1 (i.e. 0), is K invertible?
Consider a three-node quadratic element in one dimension with unequally spaced nodes (Fig. 2). (a) Obtain the B matrix. (b) Consider an element
Consider a 3-node quadratic element in one dimension with unequally spaced nodes (shown below). a. Obtain the B" matrix in terms of xi, x, and x. b. Assume the values for Xi, X2, and x3 are given asx.-0, x: ¼ and X3 = 1 . Evaluate strain in terms of uz and u (u 0), and check what happens when & approaches 0 c. If you evaluate K by one-point quadrature using B E A DB for same coordinates as...