Experimental investigation and numerical analysis of mechanical behaviour of railway station reconstruction over twin tunnels

2021 ◽  
Vol 112 ◽  
pp. 103918
Author(s):  
Feiyue Yan ◽  
Wenge Qiu ◽  
Yuchao Zheng ◽  
Shuhua Jiang ◽  
Hui Hu ◽  
...  
2011 ◽  
Vol 217-218 ◽  
pp. 1314-1318
Author(s):  
Yao Dai ◽  
Lei Zhang ◽  
Peng Zhang ◽  
Jun Feng Liu

The higher order discontinuous asymptotic fields which are similar to the Williams’ solutions of homogenous material are obtained by the displacement method and asymptotic analysis for a plane crack at the physical weak-discontinuous interface in non-homogeneous materials. The results provide a theoretical basis for the numerical analysis, experimental investigation and the engineering application of physical weak-discontinuous fracture.


2010 ◽  
Vol 3 (4) ◽  
pp. 279-294 ◽  
Author(s):  
Lazaros Elias Mavromatidis ◽  
Pierre Michel ◽  
Mohamed El Mankibi ◽  
Mat Santamouris

2013 ◽  
Vol 16 (4) ◽  
pp. 853-859 ◽  
Author(s):  
Meddah Hadj Miloud ◽  
Ould chikh Bahri ◽  
Benhamena Ali ◽  
Benguediab Mohamed ◽  
Bouchouicha Benattou

2014 ◽  
Vol 31 (9) ◽  
pp. 1131-1138 ◽  
Author(s):  
S. X. Lin ◽  
X. R. Chu ◽  
W. K. Bao ◽  
J. Gao ◽  
L. Q. Ruan

2018 ◽  
Vol 188 ◽  
pp. 7-14 ◽  
Author(s):  
Chenghai Xu ◽  
Leying Song ◽  
Hanxing Zhu ◽  
Songhe Meng ◽  
Weihua Xie ◽  
...  

Author(s):  
Won-Tae Kang ◽  
Ki Han Yu ◽  
Seung Yeob Lee ◽  
Byeong Rog Shin

A numerical and an experimental investigation on a suction vortices including cavitation, free vortices and subsurface vortices behavior in the model sump system with multi-intakes is performed at several flow rates and water levels. A test model sump and piping system were designed based on Froude similitude for the prototype of the recommended structure layout by HI-9.8 American National Standard for Pump Intake Design of the Hydraulic Institute. An experiment is performed according to the sump model test procedure of Hyosung Goodsprings, Inc. A numerical analysis of three dimensional multiphase flows through the model sump is performed by using the finite volume method of the CFX code with multi-block structured grid systems. A k-ω Shear Stress Transport turbulence model and the Rayleigh-Plesset cavitation model are used for solving turbulence cavitating flow. Several types of free surface and submerged vortex which occurs with each different water level are identified through the experimental investigation. From the numerical analysis, the vortices are reproduced and their formation, growing, shedding and detailed vortex structures are investigated. To reduce abnormal vortices, an anti-vortex device is considered and its effect is investigated and discussed.


Author(s):  
Thanyawat Pothisiri ◽  
Pitcha Jongvivatsakul ◽  
Vanichapoom Nantavong

<p>The use of post‐installed rebars into existing reinforced concrete structures bonded with epoxy resins was constantly increasing due to the advantage of equivalent or even higher bearing capacities at service temperature, compared with conventional cast‐in‐place rebars. Previous studies have examined the effects of different parameters on the mechanical properties of bonded post‐installed rebars at normal temperature. These studies showed that, for rebar diameter equal to 10 mm, the load bearing capacity increases linearly with the embedment length up to 75 mm. However, upon exposure to high temperatures, the glass transition of epoxy resins may occur and affect the mechanical behaviour of the adhesive bond. Studying the mechanical behaviour of an adhesive anchor at high temperatures is therefore necessary. An experimental investigation is conducted herein to examine the characteristics of the adhesive bonding stress between steel rebar and concrete interface at elevated temperatures using a series of pull‐out tests with varying rebar diameters and embedment lengths.</p>


Sign in / Sign up

Export Citation Format

Share Document