scholarly journals Characterization of the shear behavior of Z-shaped steel plate connectors used in insulated concrete panels

PCI Journal ◽  
2016 ◽  
Vol 61 (2) ◽  
pp. 23-37 ◽  
Author(s):  
Nabi Goudarzi ◽  
Yasser Korany ◽  
Samer Adeeb ◽  
Roger Cheng
Keyword(s):  
Steel Plate ◽  
Shear Behavior ◽  
Concrete Panels

scholarly journals Experimental Evaluation of Shear Behavior of Stone Masonry Wall

Materials ◽  
2021 ◽  
Vol 14 (9) ◽  
pp. 2313
Author(s):  
Maria Luisa Beconcini ◽  
Pietro Croce ◽  
Paolo Formichi ◽  
Filippo Landi ◽  
Benedetta Puccini
Keyword(s):  
Shear Behavior ◽  
Stone Masonry ◽  
Masonry Walls ◽  
Mechanical Parameters ◽  
In Situ Tests ◽  
Capacity Curves ◽  
Historical Structures ◽  
Definition Of

The evaluation of the shear behavior of masonry walls is a first fundamental step for the assessment of existing masonry structures in seismic zones. However, due to the complexity of modelling experimental behavior and the wide variety of masonry types characterizing historical structures, the definition of masonry’s mechanical behavior is still a critical issue. Since the possibility to perform in situ tests is very limited and often conflicting with the needs of preservation, the characterization of shear masonry behavior is generally based on reference values of mechanical properties provided in modern structural codes for recurrent masonry categories. In the paper, a combined test procedure for the experimental characterization of masonry mechanical parameters and the assessment of the shear behavior of masonry walls is presented together with the experimental results obtained on three stone masonry walls. The procedure consists of a combination of three different in situ tests to be performed on the investigated wall. First, a single flat jack test is executed to derive the normal compressive stress acting on the wall. Then a double flat jack test is carried out to estimate the elastic modulus. Finally, the proposed shear test is performed to derive the capacity curve and to estimate the shear modulus and the shear strength. The first results obtained in the experimental campaign carried out by the authors confirm the capability of the proposed methodology to assess the masonry mechanical parameters, reducing the uncertainty affecting the definition of capacity curves of walls and consequently the evaluation of seismic vulnerability of the investigated buildings.

Characterization of roughness and shear behavior of thermally treated granite fractures

2021 ◽  
pp. 106287
Author(s):  
Fanzhen Meng ◽  
Jie Song ◽  
Louis Ngai Yuen Wong ◽  
Zaiquan Wang ◽  
Chuanqing Zhang
Keyword(s):  
Shear Behavior ◽  
Thermally Treated

scholarly journals The Numerical Investigation of Aluminum Foam-protected Reinforced Concrete Slabs under Blast Loading Using AUTODYN-3D

2018 ◽  
Vol 206 ◽  
pp. 01014
Author(s):  
Ahmed K. Taha ◽  
Zhengguo Gao ◽  
Dahai Huang
Keyword(s):  
Reinforced Concrete ◽  
Aluminum Foam ◽  
Steel Plate ◽  
Three Dimensional ◽  
Experimental Tests ◽  
High Energy ◽  
Absorption Capacity ◽  
Concrete Panels ◽  
Reinforced Concrete Slabs ◽  
Concrete Target

Aluminum foam is a lightweight material with high energy absorption capacity. In this study A Nonlinear three-dimensional hydrocode numerical simulation was carried out using autodyn-3d, which is an extensive code dealing with explosion problems. In this simulation, a high explosive material (comp B) is blasted against several concrete panels. The model was first validated using experimental tests carried out by Chengqing and has shown good results. Several numerical tests were carried out to study two parameters that affect the deflection of reinforced concrete panels. The parameters included are the thickness of concrete target and the thickness of steel plate. The results showed that increasing the thickness of the steel plate has an insignificant effect on the deflection of the reinforced concrete target while increasing the thickness of the concrete panel has a significant effect on the deflection of the concrete target.

Shear behavior of geopolymer concrete panels under diagonal tensile stresses

2020 ◽  
Vol 212 ◽  
pp. 110518
Author(s):  
Jhon Cárdenas-Pulido ◽  
Juan C. Reyes ◽  
Julián Carrillo ◽  
Fernando Ramírez
Keyword(s):  
Shear Behavior ◽  
Geopolymer Concrete ◽  
Tensile Stresses ◽  
Concrete Panels

Characterization of Magnetic Induction Coil Sensor for VOID Detection in Steel Plate

2020 ◽  
Author(s):  
Mahfudz Al Huda ◽  
Didied Haryono ◽  
Harisma Nugraha ◽  
Annisa Nur Fitriani ◽  
Warsito Purwo Taruno
Keyword(s):  
Magnetic Induction ◽  
Steel Plate ◽  
Induction Coil ◽  
Void Detection

Characterization of Shear Behavior in Stainless Steel Wire Mesh Using Bias-Extension and Picture Frame Tests

2020 ◽  
Vol 146 (2) ◽  
pp. 04019127 ◽  
Author(s):  
Caizheng Wang ◽  
Krishna Shankar ◽  
Evgeny Morozov ◽  
Karthik Ram Ramakrishnan ◽  
Alan Fien
Keyword(s):  
Stainless Steel ◽  
Steel Wire ◽  
Shear Behavior ◽  
Wire Mesh ◽  
Stainless Steel Wire ◽  
Stainless Steel Wire Mesh ◽  
Bias Extension ◽  
Steel Wire Mesh ◽  
Picture Frame

scholarly journals A STUDY ON FLEXURAL-SHEAR BEHAVIOR OF TIMBER JOINT USING LAGSCREWBOLTS, DRIFTPINS AND STEEL PLATE

2013 ◽  
Vol 78 (694) ◽  
pp. 2163-2171
Author(s):  
Hiroyasu SAKATA ◽  
Shinobu MIYAKI ◽  
Yoshihiro YAMAZAKI ◽  
Kento SUZUKI ◽  
Hiromichi ITO ◽  
...  
Keyword(s):  
Steel Plate ◽  
Shear Behavior ◽  
Timber Joint

Steel-plate composite (SC) walls: In-plane shear behavior, database, and design

2016 ◽  
Vol 119 ◽  
pp. 202-215 ◽  
Author(s):  
Jungil Seo ◽  
Amit H. Varma ◽  
Kadir Sener ◽  
Deniz Ayhan
Keyword(s):  
Steel Plate ◽  
Shear Behavior ◽  
Plane Shear

scholarly journals Experimental Characterization of Electron Beam Welded SAE 5137H Thick Steel Plate

2017 ◽  
Vol 229 ◽  
pp. 012028
Author(s):  
Prakash Kattire ◽  
Valmik Bhawar ◽  
Sandeep Thakare ◽  
Sachin Patil ◽  
Santosh Mane ◽  
...  
Keyword(s):  
Electron Beam ◽  
Steel Plate ◽  
Experimental Characterization ◽  
Thick Steel
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