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RISNet Section Failure of S690 High-Strength Steel Angle-to-Plate Connections
Publisher: ASCE
Abstract: The net section fracture behavior and resistance of S690 high-strength steel angle-to-plate connections were investigated in this paper, underpinned by testing and numerical modeling. The experiments were conducted on 23 ...
Experimental and Numerical Study of Press-Braked S690 High-Strength Steel Channel–Section Columns Failing by Minor-Axis Flexural Buckling
Publisher: ASCE
Abstract: This paper reports an experimental and numerical investigation into the minor-axis flexural buckling behavior and capacity of press-braked S690 high-strength steel channel–section columns. The experimental investigation ...
Experimental Study of Ferritic Stainless Steel Tubular Beam-Column Members Subjected to Unequal End Moments
Publisher: American Society of Civil Engineers
Abstract: This paper presents a comprehensive experimental study of the buckling behavior of ferritic stainless steel tubular section beam-column structural members subjected to unequal end moments. Testing was carried out on two ...
Structural Response and Residual Capacity of S700 High-Strength Steel CHS Columns after Exposure to Elevated Temperatures
Publisher: ASCE
Abstract: The structural behavior and residual capacity of S700 high-strength steel circular hollow section (CHS) columns after exposure to elevated temperatures were studied through testing and numerical modeling. The testing program ...
Cross-Section Behavior and Design of Hot-Rolled Stainless Steel Channel Sections under Major-Axis Combined Loading
Publisher: ASCE
Abstract: This paper reports a comprehensive experimental and numerical investigation of the cross-section behavior and capacity of hot-rolled stainless steel channel sections subjected to combined compression and major-axis bending. ...
Experimental and Numerical Studies of Ferritic Stainless Steel Tubular Cross Sections under Combined Compression and Bending
Publisher: American Society of Civil Engineers
Abstract: An experimental and numerical study of ferritic stainless steel tubular cross sections under combined loading is presented in this paper. Two square hollow section (SHS) sizes—SHS
Experimental and Numerical Studies of Ferritic Stainless Steel Tubular Cross Sections under Combined Compression and Bending
Publisher: American Society of Civil Engineers
Abstract: An experimental and numerical study of ferritic stainless steel tubular cross sections under combined loading is presented in this paper. Two square hollow section (SHS) sizes—SHS 40×40×2 and SHS 50×50×2 made of Grade EN ...
Experimental and Numerical Investigations of S690 High-Strength Steel Welded I-Sections under Combined Compression and Bending
Publisher: ASCE
Abstract: This paper presents a comprehensive experimental and numerical investigation into the cross-section behavior and resistances of S690 high-strength steel welded I-sections under combined compression and bending moment. ...
Mesoscale Modeling and Simulation of Size-Dependent Shear Response of Rectangular CFRP-Confined RC Columns
Publisher: ASCE
Abstract: Reinforced concrete (RC) columns are prone to shear failure under seismic loads, particularly in the case of short columns. However, this brittle failure may have more adverse effects on large-sized columns. To address ...