Experimental performance of double built-up T moment connections under cyclic loading

2017 ◽  
Vol 138 ◽  
pp. 742-749 ◽  
Author(s):  
Ricardo Herrera ◽  
Constanza Salas ◽  
Juan Felipe Beltran ◽  
Eduardo Nuñez
Keyword(s):  
Cyclic Loading ◽  
Moment Connections ◽  
Experimental Performance

Experimental Performance of Polyester-Fiber-Based Soil Geogrids against Reflective Cracks

2021 ◽  
pp. 036119812110275
Author(s):  
Burak Evirgen ◽  
Baris Buyuk ◽  
Gizem Tugce Cil ◽  
Tonguc Deger
Keyword(s):  
Cyclic Loading ◽  
Bending Strength ◽  
Fatigue Loading ◽  
Climatic Conditions ◽  
Polyester Fiber ◽  
Elastic Behavior ◽  
Experimental Performance ◽  
Three Point Bending ◽  
Full Capacity ◽  
Dynamic Fatigue

Road pavements may be subjected to deterioration problems caused by excessive traffic loads, thousands of load repetitions, environmental and climatic conditions, freeze-thaw effects, and insufficient design of mixtures. The formation of reflective cracks is the most common structural problem that occurs on a road’s superstructure over time. Special applications requiring expensive geosynthetics, such as glass-fiber-based geogrids (GG) or carbon-fiber-based geogrids, are generally used to solve this problem. Therefore, in this study, the utility of polyester-fiber-based soil geogrid (PG) is investigated as an alternative solution in relation to experimental performance analysis. Three-point bending tests are realized to custom-engineered hot mix asphalt plate specimens, with and without geogrids, under full-capacity static loading, cyclic loading, and dynamic fatigue loading conditions. Although the same bending strength levels are seen for plate specimens, including GG and PG reinforcements with a 100 kN/m tensile strength, PG-containing specimens show a 42% greater performance in the case of cyclic loading. Moreover, PG-reinforced plates have greater elastic behavior than GG plates, up to 49.4% within a dynamic fatigue test at the end of 15,000 cycles. As a result, it is shown that reflective cracks can be more effectively delayed by the use of soil PGs, rather than GGs, in relation to overall performance and service life.

scholarly journals FE parametric study of RWS/WUF-B moment connections with elliptically-based beam web openings under monotonic and cyclic loading

2017 ◽  
Vol 17 (2) ◽  
pp. 677-694 ◽  
Author(s):  
Konstantinos Daniel Tsavdaridis ◽  
Christopher Pilbin ◽  
Chun Kit Lau
Keyword(s):  
Cyclic Loading ◽  
Parametric Study ◽  
Moment Connections ◽  
Web Openings

Ductile details for welded unreinforced moment connections subject to inelastic cyclic loading

2003 ◽  
Vol 25 (5) ◽  
pp. 667-680 ◽  
Author(s):  
James M. Ricles ◽  
Changshi Mao ◽  
Le-Wu Lu ◽  
John W. Fisher
Keyword(s):  
Cyclic Loading ◽  
Moment Connections

Experimental performance of reinforced double H-block masonry shear walls under cyclic loading

2016 ◽  
Vol 50 (1) ◽  
Author(s):  
Gao Ma ◽  
Liang Huang ◽  
Libo Yan ◽  
Bohumil Kasal ◽  
Liang Chen ◽  
...  
Keyword(s):  
Cyclic Loading ◽  
Shear Walls ◽  
Experimental Performance

scholarly journals Cyclic Loading Tests of Concrete-Filled Composite Beam-Column Connections with Hybrid Moment Connections

2016 ◽  
Vol 28 (5) ◽  
pp. 345-354 ◽  
Author(s):  
Jong Jin Lim ◽  
Dong Gwan Kim ◽  
Sang Hyun Lee ◽  
Chang Nam Lee ◽  
Tae Sung Eom
Keyword(s):  
Cyclic Loading ◽  
Composite Beam ◽  
Moment Connections ◽  
Loading Tests ◽  
Cyclic Loading Tests ◽  
Filled Composite

Reduced beam section moment connections subjected to cyclic loading: Experimental analysis and FEM simulation

2009 ◽  
Vol 31 (1) ◽  
pp. 216-223 ◽  
Author(s):  
D.T. Pachoumis ◽  
E.G. Galoussis ◽  
C.N. Kalfas ◽  
A.D. Christitsas
Keyword(s):  
Cyclic Loading ◽  
Experimental Analysis ◽  
Fem Simulation ◽  
Moment Connections ◽  
Reduced Beam Section ◽  
Beam Section
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