Indexed by:期刊论文

First Author:Hu, Ping

Correspondence Author:Xia, Y (reprint author), Dalian Univ Technol, Sch Automot Engn, State Key Lab Struct Anal Ind Equipment, Dalian 116024, Peoples R China.

Co-author:Hu, Qingyuan,Xia, Yang

Date of Publication:2016-08-15

Journal:COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING

Included Journals:SCIE、EI、Scopus

Volume:308

Page Number:1-22

ISSN No.:0045-7825

Key Words:Isogeometric; Timoshenko beam; Shear locking; Order reduction; Least square approximation; Quasi-conforming

Abstract:The order reduction (OR) method is proposed to provide an effective and efficient locking-free formulation in the isogeometric analysis of plane curved Timoshenko beams. The shear and membrane strains are represented by the reduced order B-spline basis functions, and the locking phenomenon can be prevented. The modified strains are equivalent to the original ones in the sense of the least square approximation. Different order reduction strategies are discussed, and it is suggested to use multiple sets of lower order B-spline basis functions to improve the accuracy. The theoretical analysis of the formulation and the computational cost is carried out to assess the efficiency of the OR method. The performance of the proposed method is tested by the straight beam, curved beams with constant and varied curvatures problems, and compared with other methods such as the selective and reduced integration method, the local discrete shear gap method, and the local (B) over bar method (without strain smoothing). The numerical results show that the proposed method is competitive, which leads to an efficient locking free formulation. (C) 2016 Elsevier B.V. All rights reserved.