Results 291 to 300 of about 214,006 (361)

Performance of two‐to‐one non‐contact post‐installed lap splices

Structural Concrete, EarlyView.
Abstract Post‐installed lap splices ensure the continuity of steel reinforcement in concrete‐to‐concrete connections by overlapping cast‐in (CI) reinforcing bars (rebars) with post‐installed (PI) rebars. Typically, the design of such splices follows provisions originally intended for CI lap splices, despite the differences in execution and bond ...
Jose I. Croppi, Mark Alexander Ahrens, Alessandro Palmeri, Roberto Piccinin, Peter Mark   +4 more
wiley   +1 more source

Investigating the role of Rubus coreanus in enhancing peri-implant bone healing in healthy and estrogen-deficient rats. [PDF]

Sci Rep
de Oliveira-Filho ON, Monteiro NG, de Souza-Batista FR, Ahmed N, de Vasconcellos LMR, Lisboa-Filho PN, Mulinari-Santos G, Grandfield K, Okamoto R.   +8 more
europepmc   +1 more source

Influence of steel reinforced grout configuration, and reinforcement ratio on the flexural performance of strengthened continuous RC beams

Structural Concrete, EarlyView.
Abstract The field of reinforced concrete (RC) strengthening continues to evolve as the construction industry seeks cost‐effective and sustainable alternatives to structural replacement. This study, therefore, aimed to comprehensively investigate the pioneering application of steel‐reinforced grout (SRG) for strengthening large‐scale, 3.5‐meter‐long ...
Mohamed Ibrahim, Usama Ebead, Abathar al‐Hamrani, Mohamed Rabie   +3 more
wiley   +1 more source

Rotating compensator spectroscopic ellipsometry based on frequency division multiplexing with retardation calibration. [PDF]

Sci Rep
Park J, Gliserin A, Choi S, Cho YJ, Chegal W.   +4 more
europepmc   +1 more source

Impact of half‐joint failures on RC girder bridges: A robustness quantification study

Structural Concrete, EarlyView.
Abstract The robustness of bridge structures is critical to ensuring safety and service continuity, particularly in aging infrastructure exposed to degradation and unexpected loads. Reinforced concrete (RC) half‐joint bridges—widely built in Italy between the 1950s and 1970s—exhibit specific vulnerabilities due to inspection challenges, durability ...
Paolo Martinelli, Matteo Colombo
wiley   +1 more source

Enhancing sustainability in RC beams with magnetically treated mixing water for improved flexural performance. [PDF]

Sci Rep
Ramalingam M, Narayanan K, Arunvivek GK, Kumar P, Rout MKD, Sembeta RY.   +5 more
europepmc   +1 more source

Effect of C-FRP (Carbon Fiber Reinforced Polymer) Rope and Sheet Strengthening on the Shear Behavior of RC Beam-Column Joints

Emmanouil Golias, Chris G. Karayannis
openalex   +2 more sources

Strip loading in steel fiber reinforced concrete: Experimental and theoretical investigation

Structural Concrete, EarlyView.
Abstract Fiber reinforced concrete is becoming increasingly popular in engineering practice due to its high robustness, post‐cracking behavior, and crack control. For strip loading, as common, for example, in longitudinal joints of tunnel lining segments, the use of fiber reinforced concrete has the potential to reduce conventional reinforcement ...
Fabian Morger, Albin Kenel, Walter Kaufmann   +2 more
wiley   +1 more source

Experimental, theoretical and digital image correlation methods to assess bending performance of RC beams with recycled glass powder replacing cement. [PDF]

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

Seismic performance evaluation of a century‐old RC columns for railway's structural concrete

Structural Concrete, EarlyView.
Abstract Since the Great Kanto Earthquake of 1923 in Japan, reinforced concrete (RC) has been adopted for railway bridge piers, and some of these structures, now over 100 years old, continue to support transportation in the capital city of Tokyo. Evaluating the seismic performance of these few remaining RC structures has become an urgent issue. Because
Kousuke Kuwakino, Chikako Fujiyama, Koichi Maekawa   +2 more
wiley   +1 more source