Abstract
This research presents the flexural behavior on reinforced concrete beam with transverse web opening constructed from layered concrete. The layered concrete combining normal concrete and lightweight aggregate concrete (LWC) are depended in present study. In the experimental program, 13 models of normal and layered reinforced concrete beams are tested under the effect of four-point loads. All beams had the same overall geometrical dimensions and main longitudinal top and bottom with internal diagonal reinforcement provided around the openings. One of the beam specimen is tested as control beam and the other specimens are divided into three groups [G1, G2, and G3] to study the effects of the following variables: effect of presence of web openings, layered system, lightweight aggregate (partially volumetric replacement of normal aggregate by thermostone) on the ultimate load, cracking load, cracking pattern and energy absorption capacity. The existing of an opening in beam specimens reduced the flexural capacity of beams with a percentage depending on the size of opening and opening number. The test data obtained from the adopted layered technique of (NEW) and (LWC) have shown that for beams constructed from two layered concrete (LWC with thermostone in the web and bottom flange of I-beam section) ultimate load is decreased about (9.3%-48.8%). It has also, the beams constructed from three-layered of concrete (LWC with thermostone in the web of I-beam section), their ultimate load is decreased about (25.6%-58.1%). On the other hand, magnitude increased of energy absorption capacity are achieved by the decreased opening size, introducing the full size opening of dimension (100×1000) mm reduces the energy absorption capacity of the RC I-section beams at least 80% compared to solid beam while the beam with opening size (100×100) mm decrease up to 16%. In the case of the layered concrete beams specimen, the real influence of lightweight concrete (LWC) type in the layered reinforced concrete is observed significantly after increasing the length of opening more than 100 mm.
Highlights
In civil engineering construction, the objective of using or selecting any material is to make full utilization of its properties in order to get the best performance for the formed structure
lightweight concrete (LWC) is not just one item, it is a spectrum of different concrete with a variety of characteristics and it fills in a number of needs
The energy absorption capacity of the beam BT1-1 is greater than that of the beam BT2-1 in the rate of 6%, between the beams BT1-2and BT2-2.These results indicate that the experimental results of increasing layered number for layered concrete beam exhibited a negative performance on the energy absorption capacity, as shown in the Figures 14 and 15
Summary
The objective of using or selecting any material is to make full utilization of its properties in order to get the best performance for the formed structure. The hybrid concrete structure under flexural as consists of two layers; for an example the compressive layer, which is made of a. LWC is not just one item, it is a spectrum of different concrete with a variety of characteristics and it fills in a number of needs. It is produced by including large quantities of air in the aggregate or in a matrix or between the aggregate particles [3]. There are several types of lightweight concrete such as no-fines concrete, aerated concrete, and lightweight aggregate concrete [1]
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