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Experimental and Numerical Study on the Compression Behavior of Square Concrete-Filled Steel Tube Stub Columns with Steel Fiber-Reinforced High-Strength Concrete

This study was conducted to evaluate the applicability of concrete-filled steel tube (CFT) columns made from high-performance construction materials. KBC2016, South Korea’s current building code, limits the maximum compressive strength of concrete at 70 MPa and the maximum yield strength of steel at 650 MPa. Similar restrictions to material properties are imposed on major...

Two-Way Flexural Behavior of Donut-Type Voided Slabs

Voided slab systems were developed using segmented void formers such as spherical or oval plastic balls for two-way slab applications. This type of slab is expected to behave like a general two-way reinforced concrete slab because it has segmented voids, rather than the continuous voids of hollow core slabs. However, the structural behaviors of two-way voided slabs with segmented...

Compressive Behavior and Mechanical Characteristics and Their Application to Stress-Strain Relationship of Steel Fiber-Reinforced Reactive Powder Concrete

Engineering, Kyungnam University, Gyeongsangnam-do 51767, Republic of Korea Received 21 April 2016; Revised 26 May 2016; Accepted 7 June 2016 Academic Editor: Juan J. Del Coz Díaz Copyright © 2016 Baek-Il ... Bae et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original

Flexural Strength Evaluation of Reinforced Concrete Members with Ultra High Performance Concrete

Academic Editor: Stefano Sorace Copyright © 2016 Baek-Il Bae et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution