A POSTERIORI LOCAL ERROR ESTIMATION AND ADAPTIVE TIME-STEPPING FOR NEWMARK INTEGRATION IN DYNAMIC ANALYSIS

被引:60
作者
ZENG, LF [1 ]
WIBERG, NE [1 ]
LI, XD [1 ]
XIE, YM [1 ]
机构
[1] UNIV COLL SWANSEA,INST NUMER METHODS ENGN,SWANSEA SA2 8PP,W GLAM,WALES
关键词
D O I
10.1002/eqe.4290210701
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A simple a posteriori local error estimate for Newmark time integration schemes in dynamic analysis is presented, based on the concept of a so called 'post-processing' technique. In conjunction with the error estimate, an adaptive time-stepping algorithm is described, which adjusts the time step size so that the local error of each time step is within a prescribed error tolerance. Numerical examples given in the paper indicate that the error estimate is asymptotically convergent, computationally efficient and convenient, and the adaptive time-stepping scheme can predict a nearly optimal step size from time to time, thus making the numerical solution reliable in an efficient manner.
引用
收藏
页码:555 / 571
页数:17
相关论文
共 18 条
[1]  
Bathe KJ., 2006, FINITE ELEMENT PROCE
[2]   AN AUTOMATIC TIME-STEPPING ALGORITHM FOR DYNAMIC PROBLEMS [J].
BERGAN, PG ;
MOLLESTAD, E .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1985, 49 (03) :299-318
[3]  
Clough RW, 1971, RECENT ADV MATRIX ME, P441
[4]  
Dahlquist G., 1974, NUMERICAL METHODS
[5]   A POSTERIORI ERROR ESTIMATION [J].
EWING, RE .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1990, 82 (1-3) :59-72
[7]  
LI XD, IN PRESS COMMUN APPL
[8]  
MOLLER P, 1991, 914 CHALM U TECHN DE
[9]  
Newmark N.M., 1959, P ASCE, V85, P67
[10]   A VARIABLE-STEP CENTRAL DIFFERENCE METHOD FOR STRUCTURAL DYNAMICS ANALYSIS .1. THEORETICAL ASPECTS [J].
PARK, KC ;
UNDERWOOD, PG .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1980, 22 (02) :241-258