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A total of 10 full scale reinforced concrete beams were constructed and strengthened in flexure with FRPs.
The shear behavior of ten full scale reinforced concrete beams that were constructed from natural aggregate, recycled aggregate and treated recycled aggregate was experimentally and analytically studied.
The aim of this paper is to present results of testing a full scale reinforced concrete T connection by static loading.
For a comprehensive discussion on the failure of HSC beams, a total of six full scale reinforced HSC beams have been designed based on ACI code provisions and cast with compressive strength in the range of 65 MPa ⩽ f′c ⩽ 75 MPa and tested under two-point top loading.
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The emphasis of this investigation is to study the cyclic behavior of full-scale reinforced concrete beams with longitudinal and transverse reinforcement bars.
An experimental study of full-scale reinforced concrete flat slabs crosswise strengthened with prestressed carbon fiber-reinforced polymer (CFRP) straps against punching shear was performed.
A total of 18 full-scale reinforced concrete beams were constructed and tested up to failure.
Four full-scale reinforced concrete beams were replicated from an existing bridge.
The experimental program described in this paper consisted of shear tests on 18 full-scale reinforced concrete beams without stirrups.
This paper reports the results of an experimental study conducted using full-scale reinforced concrete specimens under monotonic loadings.
A full-scale reinforced earth embankment was designed and constructed by the Department of Highways of Thailand on a hard foundation in Phitsanulok Province, Thailand.
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