Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Wei Ning Sui"'
Publikováno v:
Advances in Civil Engineering, Vol 2019 (2019)
The mechanical performance and failure mechanism of a retard-bonded (RB) type prestressed concrete (PC) girder in different curing periods are investigated through four-point loading experiments. Six RB-type PC girder specimens with three RB prestres
Externí odkaz:
https://doaj.org/article/5055d5d0c6554cc59bf279ec877217e3
Publikováno v:
Applied Mechanics and Materials. :274-277
Finite element analysis methods were conducted to investigate the seismic performance of panel zone at the connection of square steel column and two H-shaped beams with different heigth level by using ABAQUS. Compared with the previous test ,which ve
Publikováno v:
Applied Mechanics and Materials. :645-648
In order to study static strength of doubler plate reinforced circular hollow section (CHS) K-joints, experimental and numerical studies conducted by the authors. The effects of parameters Δ (the ratio between the length of doubler plate and the dia
Publikováno v:
Advanced Materials Research. :803-806
In the present of paper, four experimental steel tubular columns with partial filled-concrete under reversed cyclic lateral load and constant axial load were numerically analyzed by finite element package ABAQUS. Under certain conditions of the radiu
Autor:
Zhan Fei Wang, Wei Ning Sui
Publikováno v:
Advanced Materials Research. :1297-1300
The aim of this paper is to study elasto-plastic behavior of the doubler plate reinforced tubular T-joints (DP-T-joints) subjected to axial tension or compression loading at the top of brace. Finite-element method is adopted in the numerical parametr
Publikováno v:
Advanced Materials Research. :834-837
The elastic and plastic characteristics of the Y-joint of frame-core tube structures with steel pipe column and steel pipe outrigger truss is studied in this paper. The finite-element method is adopted in the numerical study. To avoid the damage of t