Flexural behavior and design of steel-plate composite (SC) walls for accident thermal loading

2015 ◽  
Vol 295 ◽  
pp. 817-828 ◽  
Author(s):  
Peter N. Booth ◽  
Amit H. Varma ◽  
Kadir C. Sener ◽  
Sanjeev R. Malushte
Keyword(s):  
Thermal Loading ◽  
Steel Plate ◽  
Flexural Behavior

scholarly journals Experimental Study on the Flexural Behavior of over Reinforced Concrete Beams Bolted with Compression Steel Plate: Part I

2020 ◽  
Vol 10 (3) ◽  
pp. 822 ◽  
Author(s):  
Shatha Alasadi ◽  
Payam Shafigh ◽  
Zainah Ibrahim
Keyword(s):  
Reinforced Concrete ◽  
Failure Modes ◽  
Steel Plate ◽  
Concrete Beams ◽  
Peak Load ◽  
Reinforced Concrete Beam ◽  
Reinforced Concrete Beams ◽  
Steel Plates ◽  
Flexural Behavior ◽  
Flexural Stiffness

The purpose of this paper is to investigate the flexural behavior of over-reinforced concrete beam enhancement by bolted-compression steel plate (BCSP) with normal reinforced concrete beams under laboratory experimental condition. Three beams developed with steel plates were tested until they failed in compression compared with one beam without a steel plate. The thicknesses of the steel plates used were 6 mm, 10 mm, and 15 mm. The beams were simply supported and loaded monotonically with two-point loads. Load-deflection behaviors of the beams were observed, analyzed, and evaluated in terms of spall-off concrete loading, peak loading, displacement at mid-span, flexural stiffness (service and post-peak), and energy dissipation. The outcome of the experiment shows that the use of a steel plate can improve the failure modes of the beams and also increases the peak load and flexural stiffness. The steel development beams dissipated much higher energies with an increase in plate thicknesses than the conventional beam.

Flexural behavior of beams in steel plate shear walls

2017 ◽  
Vol 23 (4) ◽  
pp. 473-481 ◽  
Author(s):  
Ying Qin ◽  
Jin-Yu Lu ◽  
Li-Cheng-Xi Huang ◽  
Shi Cao
Keyword(s):  
Steel Plate ◽  
Shear Walls ◽  
Flexural Behavior ◽  
Steel Plate Shear Walls

Flexural behavior of curved steel-plate composite (SC) walls under combined axial compression and cyclic lateral force

2021 ◽  
Vol 245 ◽  
pp. 112919
Author(s):  
Neng Wang ◽  
Feng Zhou ◽  
Yunguang Qu ◽  
Zhengyu Xu ◽  
Zhongcheng Li ◽  
...  
Keyword(s):  
Axial Compression ◽  
Steel Plate ◽  
Lateral Force ◽  
Flexural Behavior ◽  
Curved Steel

scholarly journals Flexural behavior of bamboo–concrete composite beams with perforated steel plate connections

2020 ◽  
Vol 66 (1) ◽  
Author(s):  
Zhiyuan Wang ◽  
Yang Wei ◽  
Ning Li ◽  
Kang Zhao ◽  
Mingmin Ding
Keyword(s):  
Steel Plate ◽  
Composite Beams ◽  
Flexural Behavior ◽  
Plate Connections

scholarly journals The Effect of Steel Plate on the Deflection of Self Reinforced Concrete Beam with and Without Opening

2013 ◽  
Vol 6 (1) ◽  
pp. 36-49
Author(s):  
Ali Sabah AL-Amili
Keyword(s):  
Reinforced Concrete ◽  
Concrete Beam ◽  
Steel Plate ◽  
Failure Load ◽  
Concrete Beams ◽  
Reinforced Concrete Beam ◽  
Reinforced Concrete Beams ◽  
Steel Plates ◽  
Flexural Behavior ◽  
External Plate

In this work aims at studying the influence of steel plate on the deflection of self- compacted reinforced concrete beams was investigated experimentally in this study to know the flexural behavior of these beams. Eight simply supported reinforced concrete beam were tested under the action of two point loads .The deflections of the beams with and without plate are measured. The steel plates of thickness (3 mm) with dimensions ( 170 × 350 mm) were used. These plates were sticked on the concrete beams using epoxy. The steel plate inside the beam was sticked with and without epoxy (epoxy type EP), while the beams were taken with and without opening (10 mm diameter). The results show that the plate increased the capacity of the beam by increased the value of failure load. Hence, the beam with internal plate with epoxy increased the failure load by 34.2% than beam without plate , and 24.6% than beam with internal plate without epoxy , and 19.7% than beam with external plate with epoxy .

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