Efficient corner-pumped Yb:YAG/YAG composite slab laser

2006 ◽  
Vol 45 (16) ◽  
pp. 3806 ◽  
Author(s):  
Mali Gong ◽  
Fuyuan Lu ◽  
Qiang Liu ◽  
Wupeng Gong ◽  
Chen Li
Keyword(s):  
2012 ◽  
Vol 44 (6) ◽  
pp. 1738-1742 ◽  
Author(s):  
Liang Liu ◽  
Xiaobo Wang ◽  
Shaofeng Guo ◽  
Haiyan Li ◽  
Youjin He

2010 ◽  
Vol 283 (6) ◽  
pp. 1062-1066 ◽  
Author(s):  
H. Liu ◽  
M. Gong
Keyword(s):  

2010 ◽  
Vol 19 (5) ◽  
pp. 054209 ◽  
Author(s):  
Liu Huan ◽  
Gong Ma-Li
Keyword(s):  

Laser Physics ◽  
2012 ◽  
Vol 23 (1) ◽  
pp. 015804
Author(s):  
Q H Li ◽  
H Liu ◽  
S Gao ◽  
D M Christopher ◽  
M L Gong

2009 ◽  
Vol 2 (4) ◽  
pp. 407-409 ◽  
Author(s):  
Yang Liu ◽  
Hengli Zhang ◽  
Ying Yan ◽  
Huaijin Zhang ◽  
Jingliang He ◽  
...  

2011 ◽  
Vol 368-373 ◽  
pp. 307-311
Author(s):  
Dong Qi Zhao ◽  
Yi Jun Tang ◽  
Hui Li ◽  
Gui Feng Song ◽  
Feng Ling Guan

Reinforced concrete cover in the road culvert cover design, in order to facilitate the construction, usually using precast reinforced concrete solid slab, but the overall cost is not low. This article researched a reinforced concrete multi-ribbed hollow composite slab, it based on the theory of reinforced concrete multi-ribbed slab structures, using a precast reinforced concrete ribbed slab as the bottom die, then poured reinforced concrete beams and panels rib ,and them constituted a whole stack of reinforced concrete ribbed hollow slab. This kind of cover, compared with the precast reinforced concrete solid cover, is not only good mechanical properties, high integrity, but also saving concrete, steel, and bottom slab appeared smooth and fine, lower construction cost.


1997 ◽  
Vol 36 (24) ◽  
pp. 5872 ◽  
Author(s):  
Yan Liao ◽  
Keming Du ◽  
Stephan Falter ◽  
Jian Zhang ◽  
Michael Quade ◽  
...  

2013 ◽  
Vol 7 (1) ◽  
pp. 107-109 ◽  
Author(s):  
H. Aman ◽  
B. Hussain ◽  
A. Aman
Keyword(s):  

2012 ◽  
Vol 2012 ◽  
pp. 1-8 ◽  
Author(s):  
Chang-Geun Cho ◽  
Bang Yeon Lee ◽  
Yun Yong Kim ◽  
Byung-Chan Han ◽  
Seung-Jung Lee

This paper presents a new reinforced concrete (RC) composite slab system by applying an extruded Ductile Fiber Reinforced Cement Composite (DFRCC) panel. In the proposed composite slab system, the DFRCC panel, which has ribs to allow for complete composite action, is manufactured by extrusion process; then, the longitudinal and transverse reinforcements, both at the bottom and the top, are placed, and finally the topping concrete is placed. In order to investigate the flexural behavior of the proposed composite slab system, a series of bending tests was performed. From the test results, it was found that the extruded DFRCC panel has good deformation-hardening behavior under flexural loading conditions and that the developed composite slab system, applied with an extruded DFRCC panel, exhibits higher flexural performance compared to conventional RC slab system in terms of the stiffness, load-bearing capacity, ductility, and cracking control.


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