Results 191 to 200 of about 97,208 (310)

Impact of Internal CFRP strips on the flexural behavior of heat-damaged reinforced concrete beams. [PDF]

Heliyon, 2023
Al-Rousan RZ.
europepmc   +1 more source

Experimental evaluation of reinforced concrete columns produced with natural perlite aggregates under cyclic loading

Structural Concrete, EarlyView.
Abstract A total of four reinforced concrete (RC) columns were tested to compare the structural capacities of RC columns produced by natural perlite aggregates and conventional concrete. The structural performance of the RC columns made from natural perlite aggregates was compared to conventional RC columns regarding the same concrete strength levels ...
Sefa Atlı, Hakan Yalciner, Atila Kumbasaroglu, Yaşar Ayaz, Ahmet İhsan Turan, H. Alperen Bulut, Sepanta Naimi   +6 more
wiley   +1 more source

Bending Test and Numerical Simulation of Externally Prestressed Reinforced Concrete Beams on the Side Facade. [PDF]

Materials (Basel)
Ren Z, Zhang K, Wu C, Zhang Y, Zeng X, Ding X.   +5 more
europepmc   +1 more source

Fracture Analysis of Short-Scale Corroded/Healthy Reinforced Concrete Beams under Bending Using Acoustic Emission. [PDF]

Materials (Basel), 2023
Seye MM, Kawasaki Y, Rahimi E.
europepmc   +1 more source

CORR‐DATA: A database of corrosion parameters measured on existing reinforced concrete structures for enhanced structural assessment

Structural Concrete, EarlyView.
Abstract The corrosion of reinforcing bars embedded in concrete strongly compromises structural performance over time. However, its detection and quantification remain challenging due to limited comprehensive knowledge of natural corrosion patterns in existing structures.
Elena Casprini, Leonardo Todisco, Severin Haefliger   +2 more
wiley   +1 more source

Serviceability and ductility behaviour of hybrid reinforced concrete beams partially composed of engineered cementitious composite (ECC). [PDF]

Sci Rep
Radwan AA, Ghallab A, Maree AMF.
europepmc   +1 more source

Effect of stirrup spacing on strengthening beams with insufficient shear capacity using innovative mechanical steel stitches

Structural Concrete, EarlyView.
Abstract This study investigates experimentally and analytically the effect of stirrup spacing variation on the behavior of reinforced beams in the 45°‐inclined innovative mechanical steel stitches (MSSs) application for the strengthening of reinforced concrete beams with insufficient shear capacity.
Ceyhun Aksoylu, Yusuf Uysal, Boğaçhan Başaran, Yasin Onuralp Özkılıç, Musa Hakan Arslan   +4 more
wiley   +1 more source

Bending performance of reinforced concrete beams with partial waste glass aggregate replacement assessed by experimental, theoretical and digital image correlation analyses. [PDF]

Sci Rep
Özkılıç YO, Başaran B, Aksoylu C, Karalar M, Zeybek Ö, Althaqafi E, Beskopylny AN, Stel'makh SA, Shcherban' EM, Umiye OA.   +9 more
europepmc   +1 more source

Shear wall plan layout optimization considering seismic loads

Structural Concrete, EarlyView.
Abstract Seismic force resistant structural design requires experience and time. Shear wall elements are generally used in concrete structures due to their high stiffness against horizontal forces. The aim of this study is to obtain optimum structural wall disposition by using building information modeling (BIM) technologies.
Ahmet Çağatay Tahaoğlu, Yasin Fahjan
wiley   +1 more source

Characterizing the Cracking Behavior of Large-Scale Multi-Layered Reinforced Concrete Beams by Acoustic Emission Analysis. [PDF]

Sensors (Basel)
Zaki YA, Abouhussien AA, Hassan AAA.
europepmc   +1 more source