Buildings & Structures

Shear Behavior of Fly-Ash-Incorporated Recycled Aggregate Concrete Beam

Abstract Shear behavior of a reinforced concrete (RC) beam designed without transverse reinforcement is significantly influenced by the properties of concrete. This paper investigates the effect of fly ash incorporation as 20 and 30% of the total binder content in...

Design Approach for Compressive Arch Action in Reinforced Concrete Beam

Abstract This paper addresses a direct design approach for compressive arch action in reinforced concrete beams. Equilibrium and compatibility of the beam are established on a plastic hinge mechanism. The effects of axial and rotational stiffnesses are considered...

Ceramic Waste Powder as Alternative Mortar-Based Cementitious Materia

Abstract Recycling of factory waste is an essential activity these days. Ceramic waste material is among the highest produced worldwide. The aim of this paper is to investigate the feasible application of ceramic waste powder (CWP) as an alternative cementitious...

Flexural Strength of Corroded Reinforced Concrete Beams

Abstract An experimental study was conducted to predict the flexural strength of corroded full-scale reinforced concrete (RC) beams. Two different concrete strength levels at two different steel ratios were tested for different corrosion levels ranging from 0 to 17%....

Strength of Composite Beams with Steel Fiber- Reinforced Concrete

Abstract Composite beams of normal-strength concrete (NSC) and steel fiber-reinforced high-strength concrete (SFRC) are frequently used for strengthening existing buildings and precast concrete constructions. In this study, shear strength of NSC-SFRC composite beams...

Potential of Calcined Mixed-Layer Clays as Pozzolans in Concrete

Abstract Calcined clays have become increasingly attractive as supplementary cementitious materials (SCMs). This paper begins with describing the mineralogical diversity of clays and presents the advantages of naturally occurring mixed-layer clays. It illustrates the...

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