Thermal and structural behavior of cold-formed steel frame wall under fire condition

2021 ◽  
pp. 113563
Author(s):  
Parisa Samiee ◽  
Shirin Esmaeili Niari ◽  
Elham Ghandi
Keyword(s):  
Steel Frame ◽  
Structural Behavior ◽  
Fire Condition ◽  
Cold Formed Steel

Finite Elements Modeling and Analysis of Cold-Formed Steel Frame Shear Walls

2012 ◽  
Vol 4 (6) ◽  
pp. 719-722
Author(s):  
Mahdi Bitarafan ◽  
Youssef Hussein- Zadeh ◽  
Farzad Pichkah ◽  
Shahin Lale Arefi
Keyword(s):  
Finite Elements ◽  
Shear Walls ◽  
Steel Frame ◽  
Modeling And Analysis ◽  
Finite Elements Modeling ◽  
Cold Formed Steel

Test Research on Self-Tapping Screw Joints of Cold-Formed Steel Frame Shear Walls

2012 ◽  
Vol 193-194 ◽  
pp. 1465-1469
Author(s):  
Chen Gang She ◽  
Yan Liu ◽  
Yuan Fei Xu
Keyword(s):  
Shear Walls ◽  
Steel Frame ◽  
Monotonic Loading ◽  
Different Types ◽  
Thin Steel ◽  
Cold Formed Steel ◽  
Load Displacement

Two different types, one is the OSB panel perpendicular to the cold-formed thin steel and another the OSB panel parallel to the cold-formed thin steel, of self-tapping screw joints of cold-formed steel frame shear walls are tested under the monotonic loading. The load-displacement curves of the test specimens are obtained and the ultimate loads Fu and the corresponding displacements δu of two different types are analyzed. Fianlly, the conclusion that the influence from the direction between OSB and cold-formed thin steel to the performance of tapping screw joints is not significant is pointed up.

Cold-Formed Steel Frame Shear Walls Utilizing Structural Adhesives

2006 ◽  
Vol 132 (4) ◽  
pp. 591-599 ◽  
Author(s):  
R. Serrette ◽  
I. Lam ◽  
H. Qi ◽  
H. Hernandez ◽  
A. Toback
Keyword(s):  
Shear Walls ◽  
Steel Frame ◽  
Structural Adhesives ◽  
Cold Formed Steel

Flexural Behaviour of Reinforced Slab Panel System with Embedded Cold-formed Steel Frames as Reinforcement

2015 ◽  
Vol 74 (4) ◽  
Author(s):  
Cher Siang Tan ◽  
Yee Ling Lee ◽  
Shahrin Mohammad ◽  
Siong Kang Lim ◽  
Yeong Huei Lee ◽  
...  
Keyword(s):  
Concrete Slab ◽  
Load Capacity ◽  
Precast Concrete ◽  
Steel Frames ◽  
Control Sample ◽  
Steel Frame ◽  
Ultimate Load Capacity ◽  
Hollow Section ◽  
Average Value ◽  
Cold Formed Steel

This paper presents the experimental investigation on flexural characteristic of slab panels with embedded cold-formed steel frame as reinforcement. Perforated cold-formed steel channel sections are formed into steel frames as replacement to the conventional reinforcement bars inside precast concrete slab panels. A series of six experimental specimens for precast slab panels were tested. The specimens with 3 configurations namely control sample (CS) with conventional reinforcement bars, single horizontal C-channel section (SH) and double horizontal C-channel sections (DH) formed into rectangular hollow section. Results show that the tested slab specimens failed at the flexural crack at mid-span, under loading point and shear at the support. Tearing of shear connector in the cold-formed steel section was found to be the main factor for the structural failure. SH specimens achieved the highest ultimate load capacity, with average value of 138.5 kN, followed by DH specimens, 116.5 kN, and the control samples, 59.0 kN. The results showed that the proposed reinforced slab panel with embedded cold-formed steel frame was more effective compared to conventional reinforced slab.

Sign in / Sign up

Export Citation Format

Share Document