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石湘
澳门新葡萄京app下载:系统管理员??发布时间:2017-05-04?? 浏览次数:4011

姓名:石湘

职称:副教授

专业:海洋工程

所在系(所、中心):澳门新葡萄京app下载海洋工程系

通讯地址:青岛崂山区松岭路238号 澳门新葡萄京app下载

电子信箱:shixiang@ouc.edu.cn

办公室电话:0532-66781672

传真:0532-66781550

  

主要学历:

1985.09-1989.07 上海交通大学机械工程系流体传动及控制专业,获工学学士

1989.09-1992.03上海交通大学机械工程系流体传动及控制专业,获工学

2001.10-2005.03日本名古屋大学环境学研究科都市环境学专业,获工学博士

研究方向:

1.海洋平台及海底管线的维修加固技术

2.海洋平台的整体损伤检测技术

讲授课程:

1.本科生课程:

结构有限元分析、AutoCAD制图

2.研究生课程:

海洋工程应用App

学术兼职:

海洋工程系结构智能技术实验室管理工作

科研项目及角色:

1.海洋平台结构损伤探测与修复加固优化关键技术研发,国家863计划项目,5万元,2007.01-2008.12,主要参与人

2.海洋平台动力分析与损伤识别模型修正技术研究,国家863重大专项子课题,9万元,2009.08-2012.12,主要参与人

3.膨胀式自应力灌浆卡箍的研制,山东省科技发展计划,20万元,2012.01-2014.12,项目负责人

4.膨胀式自应力灌浆卡箍的设计、制造及水下安装技术研究,中国海洋石油总企业科技项目,279.8万元,2014.03-2016.12,项目负责人

代表性论著:

1. Shi Xiang, Matsui Tetsuya, Mizuno Keijiro, Ohmori Hiroshi, Damage detection in offshore jacket platforms based on partial measurement, Journal of Structural and Construction Engineering, AIJ, 2005, No. 591, pp. 169-177.

2. Shi Xiang, Li Hua-jun, Yang Yong-chun, Gong Chen, A model experiment of damage detection for offshore jacket platforms based on partial measurement, Structural Engineering and Mechanics, 2008, 29( 3):311-325.

3.石湘,宫晨,孟珣. 波浪传播方向对导管架海洋平台模态识别的影响及对策. 工程力学, 2009, 26(6):205-211.

4. 刘克飞,石湘,周雷,王凤云. 温度梯度对海洋平台模态应变能法损伤检测的影响研究.振动与冲击, 2012, 31(6):90-95.

5. 石湘,展旭和,杨彬. 膨胀式自应力灌浆卡箍滑动承载力实验研究. 海洋工程, 2011, 29(2):77-82.

6. 石湘,杨彬,展旭和,程阳. 膨胀式自应力灌浆卡箍长期滑动承载力测试. 海洋工程,2013, 31(1):79-83.

7. 石湘,张洪珲,李聪,王树青,徐皓. 短螺栓型膨胀式自应力灌浆卡箍滑动承载力试验研究. 海洋工程,2015, 33(5):113-117.

8. 王冬冬,石湘,李华军,周雷,张传杰. 载荷重新分担对膨胀式自应力灌浆卡箍防滑和防撬设计的影响. 海洋工程,2016, 34(6):83-92.

  

代表性专利:

1. 石湘,李聪,焦国洋.短螺栓型膨胀式自应力灌浆卡箍.实用新型专利,2013.06授权,中国,201220736148.8.

2. 石湘,史宏达,程阳.轴向密封的膨胀式自应力灌浆卡箍. 发明专利,2014.10授权,中国,ZL201210197434.6.

3. 石湘,张洪珲,陈健仁,李华军.短螺栓型灌浆卡箍密封装置. 实用新型专利,2015.12授权,中国,ZL201520459914.4.

4. 尹崇达,石湘,王树青,王冬冬.节点灌浆卡箍水下安装辅助机构.实用新型专利,2015.12授权,中国,ZL201520458655.3.

5. 石湘,焦国洋,张洪珲,李华军,王树青.短螺栓灌浆卡箍水下安装辅助机构. 发明专利,2016.04授权,中国,ZL201410037324.2

  

代表性技术成果:

1. 膨胀式自应力灌浆卡箍

1)技术概况

膨胀式自应力灌浆卡箍是用于海洋平台及海底管线水下受损部位维修加固的一种新型技术和装置。该技术使用水泥膨胀剂自动产生预应力,节省了卡箍灌浆后工程船和潜水员的等待时间,无需螺栓的二次预紧,比传统的自应力灌浆卡箍节省水下施工时间近30%。目前该技术的设计方法、制造工艺和水下安装工艺已达到工程应用的水平。适用范围:1)受损管件外径不超过1500mm2)受损管件夹持部位的外径不圆度不超过1%

2)目前应用状态

已研制了受损管件外径为508mm的两代卡箍样机,并于201611月通过了样机的海试,20175月通过了中国船级社CCS的样机认证,但目前还没有进行过实际工程应用。该技术成果寻求技术转让和技术入股。


1 膨胀式自应力灌浆卡箍样机



2 卡箍海试


Shi Xiang                          

Title:Associated Professor

Department:Ocean Engineering

Address:

Engineering College, Ocean University of China,

238 Songling Road, Qingdao, P. R. China, 266100

Office Phone:86-532-66781672

E-mail: shixiang@ouc.edu.cn

  

Education

2001.10-2005.03 Environmental Studies, Nagoya University, Ph. D. in Environmental Engineering and Architecture

1989.09-1992.03 Department of Mechanical Engineering, Shanghai Jiaotong University, Eng. M. in Hydraulic Transmission and Control

1985.09-1989.07 Department of Mechanical Engineering, Shanghai Jiaotong University, Eng. B. in Hydraulic Transmission and Control

Research Interests

1. Repair and Strengthening of Offshore Platform and Pipe Line.

2. Global Damage Detection to Offshore Platforms

  

Courses

Finite Element Method for Structure Analysis;

Computer Aided Drawing by Auto CAD;

Applying Skills of Ocean Engineering

  

Research Projects

1. Participate inStructural damage detection, optimal repair and strengthening technology for offshore platforms” supported by National 863 Project, China (from 2007 to 2008).

2. Participate in “Dynamic analysis and model updating in damage detection toOffshore Platforms” supported by National 863 Major Project, China (from 2009 to 2012).

3. Be in charge of “Development of expansive stressed grouted clamp” supported by Technical Development Project of Shandong Province, China (from 2012 to 2014).

4. Be in charge of “Design, manufacture andunderwater installation of expansive stressed grouted clamp” supported by Scientific Research Projects of China National Offshore Oil Corporation (from 2014 to 2016).

Major Publication:

1. Shi Xiang, Matsui Tetsuya, Mizuno Keijiro, Ohmori Hiroshi, Damage detection in offshore jacket platforms based on partial measurement, Journal of Structural and Construction Engineering, AIJ, 2005, No. 591, pp. 169-177.

2. Shi Xiang, Li Hua-jun, Yang Yong-chun, Gong Chen, A model experiment of damage detection for offshore jacket platforms based on partial measurement, Structural Engineering and Mechanics, 2008, 29( 3):311-325.

3. Shi Xiang, Gong Chen, Men Xun, Influence of wave-propagation direction on modal identification of jacket-type offshore platforms and countermeasure, Engineering Mechanics, 2009, 26(6):205-211.

4. Liu Ke-fei, Shi Xiang, Zhou Lei, Wang Feng-yun, Research of damage detection to offshore platforms based on modal strain energy method considering the temperature gradient, Journal of Vibration and Shock , 2012, 31(6):90-95.

5. Shi Xiang, Zhan Xu-he, Yang Bin, Tests on slip capacity for expansive stressed grouted clamp, Ocean Engineering, 2011, 29(2):77-82.

6. Shi Xiang, Yang Bin, Zhan Xu-he, Cheng Yang, Detection of the long-term slip capacity for expansive stressed grouted clamp, Ocean Engineering, 2013, 31(1):79-83.

7. Shi Xiang, Zhang Hong-hui, Li Cong, Wang Shu-qing, Xu Hao, Tests on slip capacity for the short-bolt type of expansive stressed grouted clamp, Ocean Engineering, 2015, 33(5):113-117.

8. Wang Dong-Dong, Shi Xiang, Li Hua-Jun, Zhou Lei, Zhang Chuan-Jie, Effects of the load redistribution on the anti-slip design and anti-prying design for the expansive stressed grouted clamp, Ocean Engineering, 2016, 34(6):83-92.

=mso-spacerun:'yes';font-family:宋体;font-size:10.5000pt;mso-font-kerning:1.0000pt; >hou Lei, Zhang Chuan-Jie, Effects of the load redistribution on the anti-slip design and anti-prying design for the expansive stressed grouted clamp, Ocean Engineering, 2016, 34(6):83-92.



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