Parametric study on the non-contact splices at drilled shaft to bridge column interface based on multiscale modeling approach

被引：12

作者：

Chen, Hongbing ^{[1
]}

Masud, Mahadi ^{[2
]}

Sawab, Jamshaid ^{[2
]}

Huang, Hsuan Wen ^{[2
]}

Xu, Bin ^{[3
,4
]}

Mo, Y. L. ^{[2
]}

Hsu, Thomas T. C. ^{[2
]}

机构：

[1] Hunan Univ, Coll Civil Engn, Changsha 410082, Hunan, Peoples R China

[2] Univ Houston, Dept Civil & Environm Engn, Houston, TX 77204 USA

[3] Huaqiao Univ, Coll Civil Engn, Xiamen 361021, Peoples R China

[4] Key Lab Struct Engn & Disaster Prevent Fujian Pro, Xiamen 361021, Peoples R China

来源：

ENGINEERING STRUCTURES | 2019年 / 180卷

基金：

中国国家自然科学基金;

关键词：

Bridge substructure; Non-contact splices; Interface between column and drilled shaft; Splice spacing; FEM simulation; Multiscale modeling; Lap length; Stirrup ratio; Concrete strength; CROSS-SECTION SIZE; HETEROGENEOUS CONCRETE; BEHAVIOR; FAILURE; TENSILE; HOMOGENIZATION; SIMULATION; 2D;

D O I：

10.1016/j.engstruct.2018.11.054

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The structural performance of large-scale rectangular column-circular drilled shaft interface using non-contact splices is investigated through experimental study and numerical analysis. The influences of lap spacing and the length of overlapped longitudinal bars, the stirrup ratio and the variation of concrete strength on the global mechanical response and mesoscale cracking pattern are analyzed. According to the provisions in current design guidelines, a total of eleven specimens are designed for parametric study. The macroscopic load-displacement curves, the cracking pattern of concrete of designed specimens are comparatively discussed. The experimental results matched well with that of the FEM analysis. The research findings can provide valuable guidance on the construction and design of non-contact lap splices with geometric irregularities in the following Phase II of this project.

引用

页码：400 / 418

页数：19

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