Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Zhan-Fei Wang"'
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. :960-963
In this paper, to study mechanical behavior of steel box stub column under cyclic uniaxial tensile and compressive load, elasto-plastic analysis of the segment is carried out by using ABAQUS package. In this study, with changing parameters (such as l
Publikováno v:
Civil Engineering and Urban Planning IV: Proceedings of the 4th International Conference on Civil Engineering and Urban Planning, Beijing, China, 25-27 July 2015
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::815aedaa236bfceec8135a6d98a32a59
https://doi.org/10.1201/b19880-92
https://doi.org/10.1201/b19880-92
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