Analyses of isotropic piezoelectric materials with multilayered elliptical inclusion under out-of-plane shear loadings

2005 ◽  
Vol 179 (3-4) ◽  
pp. 211-225 ◽  
Author(s):  
T. Suzuki ◽  
T. Sasaki ◽  
K. Hirashima ◽  
K. Kimura
2003 ◽  
Vol 2003.16 (0) ◽  
pp. 439-440
Author(s):  
Takuo SUZUKI ◽  
Toru SASAKI ◽  
Kiyokazu KIMURA ◽  
Kenichi HIRASHIMA

2013 ◽  
Vol 564 ◽  
pp. 37-40 ◽  
Author(s):  
Balázs Hajgató ◽  
Songül Güryel ◽  
Yves Dauphin ◽  
Jean-Marie Blairon ◽  
Hans E. Miltner ◽  
...  

2021 ◽  
Vol 881 ◽  
pp. 149-156
Author(s):  
Mochamad Teguh ◽  
Novi Rahmayanti ◽  
Zakki Rizal

Building material innovations in various interlocking concrete block masonry from local materials to withstand lateral earthquake forces is an exciting issue in masonry wall research. The block hook has an advantage in the interlocking system's invention to withstand loads in the in-plane and out-of-plane orientations commonly required by the masonry walls against earthquake forces. Reviews of the investigation of in-plane and out-of-plane masonry walls have rarely been found in previous studies. In this paper, the results of a series of experimental tests with different interlocking models in resisting the simultaneous in-plane shear and out-of-plane bending actions on concrete blocks are presented. This paper presents a research investigation of various interlocking concrete blocks' mechanical properties with different hook thicknesses. Discussion of the trends mentioned above and their implications towards interlocking concrete block mechanical properties is provided.


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