Zhejiang University

Yao Tang

Bo Huang

Yunmin Chen

Daosheng Ling

Lei Zhang

Chen Chen

Yang Zhu

Liyin Shen

Kaicheng Deng

Wenyue Zhang

Qingguo Yang

Yu Zhao

Haikuo Wang

Linfeng Cao

Xiaoping Ouyang

Chang Guo

Jiakun Wu

A light scattering patch device and preparation method thereof is disclosed. The light scattering patch device is composed of a patch, an air gap, and a tapered optical fiber; the patch is a transparent patch; a refractive index of the patch is greater than a refractive index of a biological tissue; a tip, a tapered transition zone and a partial unstretched zone of the tapered optical fiber are embedded in the patch, and the air gap is formed between the tip and the tapered transition zone of the tapered optical fiber and the patch. The method of preparing the light scattering patch device comprises: first preparing the tapered optical fiber, then performing hydrophobic modification on the surface of the tapered optical fiber; placing the tapered optical fiber in an uncured polymer and curing the uncured polymer, and pulling the unstretched part; connecting the unstretched part of the tapered optical fiber.

Light scattering patch device and preparation method thereof

A method of detecting internal stress distribution of a transparent material based on X-ray diffraction, which includes the following steps. Coordinates of stress detection positions of a transparent material are established. An initial powder of the transparent material and a standard reference material are processed. A placement coordinate position of the standard reference material on the transparent material is calculated. A standard reference material-containing transparent material is synthesized. Internal stress of the standard reference material is detected as the internal stress of the transparent material at the placement coordinate position.

Method of detecting internal stress distribution of transparent material based on x-ray diffraction

An apparatus and a method for accurate flow control in a centrifugal supergravity environment. The apparatus comprises a control center, an oil supply module, a sensor module, an execution module and a centrifugal machine; the control center and the oil supply module are deployed in a normal gravity environment, and the sensor module and the execution module are deployed in a supergravity environment. According to the present application, the liquid level information of a model box, the piston position information of a servo actuator and the water supply flow information of the model box are collected by a sensor, and the information data are processed; control of the servo actuator is achieved by controlling an oil distributor; the flow fluctuation of a reciprocating water pump is weakened by the active complementation of flows of dual pump sets.

Accurate flow control apparatus and method for centrifugal supergravity environment

Disclosed is a seepage and internal erosion test apparatus for geotechnical centrifuges. The apparatus includes a mounting base, a four-motorized-jack synchronized lifting table fixed onto the mounting base, a downstream water sink, a plurality of permeameters, a centrifugal pump, and an upstream water sink fixedly mounted on the four-motorized-jack synchronized lifting table; the downstream water sink, the plurality of permeameters, the centrifugal pump, and the upstream water sink are connected by means of pipes; electric ball valves are separately disposed on each branch on which the permeameter is mounted; a temperature control module and flow meters are disposed of in the pipe for connecting the upstream outlet to the permeameter water inlet.

One-dimensional soil column test apparatus for seepage and internal erosion in geotechnical centrifuge

A centrifugal testing device for simulating ground subsidence induced by buried pipeline leakage and infiltration includes a model box provided with a transparent observation window at a front side, a chamber partitioning plate, a damaged pipeline model, permeable plates, and a water-soil separation device. A front part of the model box is divided into a test soil chamber for filling model soil and seepage chambers located at two sides of the test soil chamber. A rear part of the model box is divided into a soil filtration chamber and water circulation supply chambers located at two sides of the soil filtration chamber. The damaged pipeline model includes a front end provided with an electric push rod for controlling a crack of the damaged pipeline model to be opened and closed and a rear end provided with a ball valve device and connected to a water pump.

Centrifugal testing device and method for simulating ground subsidence induced by buried pipeline leakage and infiltration

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Hangzhou, China

Yao Tang