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CFRP不同粘贴高度对加固梁斜截面承载力影响分析
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作者 盛光复 张佳超 盛乾 《建筑技术开发》 2006年第5期4-5,16,共3页
在对11根CFRP片材加固梁试验结果分析的基础上,探讨了CFRP片材不同粘结高度对加固梁斜截面承载力Vu的影响,提出了梁高尺寸较小时不宜采用U型粘结CFRP片材加固的建议。
关键词 CFRP 加固 粘结高度 斜截面
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Failure mechanism of bolting support and high-strength bolt-grouting technology for deep and soft surrounding rock with high stress 被引量:16
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作者 李术才 王洪涛 +5 位作者 王琦 江贝 王富奇 郭念波 刘文江 任尧喜 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第2期440-448,共9页
In deep underground mining, the surrounding rocks are very soft with high stress. Their deformation and destruction are serious, and frequent failures occur on the bolt support. The failure mechanism of bolt support i... In deep underground mining, the surrounding rocks are very soft with high stress. Their deformation and destruction are serious, and frequent failures occur on the bolt support. The failure mechanism of bolt support is proposed to solve these problems. A calculation theory is established on the bond strength of the interface between the anchoring agent and surrounding rocks. An analysis is made on the influence law of different mechanical parameters of surrounding rocks on the interfacial bond strength. Based on the research, a new high-strength bolt-grouting technology is developed and applied on site. Besides, some helpful engineering suggestions and measures are proposed. The research shows that the serious deformation and failure, and the lower bond strength are the major factors causing frequent failures of bolt support. So, the bolt could not give full play to its supporting potential. It is also shown that as the integrity, strength, interface dilatancy and stress of surrounding rocks are improved, the bond strength will increase. So, the anchoring force on surrounding rocks can be effectively improved by employing an anchoring agent with high sand content, mechanical anchoring means, or grouting reinforcement. The new technology has advantages in a high strength, imposing pre-tightening force, and giving full play to the bolt supporting potential. Hence, it can improve the control effect on surrounding rocks. All these could be helpful references for the design of bolt support in deep underground mines. 展开更多
关键词 high stress soft rock bolting support interface dilation failure mechanism high strength bolt-grouting technology
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Binder-free S@Ti_(3)C_(2)T_(x)sandwich structure film as a high-capacity cathode for a stable aluminum-sulfur battery
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作者 郑晓 汪志龙 +1 位作者 李金金 魏良明 《Science China Materials》 SCIE EI CAS CSCD 2022年第6期1463-1475,共13页
The rechargeable aluminum-sulfur(Al-S)battery is a promising alternative-energy storage device with high energy density and made of cheap raw materials.However,Al-S batteries face several obstacles,especially the shut... The rechargeable aluminum-sulfur(Al-S)battery is a promising alternative-energy storage device with high energy density and made of cheap raw materials.However,Al-S batteries face several obstacles,especially the shuttle effect.Herein,a binder-free S@Ti_(3)C_(2)T_(x)sandwich structure film with uniform sulfur dispersion was designed.The two-dimensional(2D)layered material Ti_(3)C_(2)T_(x) not only has the function of binder and conductive agent but also is a promising host for sulfur anchoring.As a result,S@Ti_(3)C_(2)T_(x)film showed an initial capacity of 489 mA h g^(−1)at 300 mA g^(−1) and retained the value at 415 mA h g^(−1)after 280 stable cycles,with an average Coulombic efficiency of~95%.The film displayed higher capacity and stability than the S+Ti_(3)C_(2)T_(x)cathode prepared by the slurry-coating method(the initial capacity was 317 mA h g^(−1)and then decayed to 222 mA h g^(−1) after 160 cycles).The main capacity of S@Ti_(3)C_(2)T_(x) film in the Al-S battery came from the reversible redox reaction of S^(2−) and S.This new 2D material combined with a controllable electrode structure design paves the way for the development of Al-S batteries. 展开更多
关键词 binder-free S@Ti3C2Tx MXenes shuttle effect aluminum-sulfur batteries
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