Results 91 to 100 of about 6,731 (269)

Large‐scale tests of 50‐year‐old prestressed concrete bridge girders

open access: yesStructural Concrete, EarlyView.
Abstract An experimental investigation has been carried out as part of the BRIDGE|50 research project, focusing on large‐scale loading tests performed on five 50‐year‐old prestressed concrete (PC) girders. The study aimed at evaluating the structural response of five girders retrieved from a viaduct in the urban area of Turin, Italy, subjected to 4 ...
Francesco Tondolo   +7 more
wiley   +1 more source

Instep Bearing Or Guard For Stirrups.

open access: yes, 1899
Patent for a new and improved instep bearing or guard for stirrups, including instructions and ...
Kellner, Charles J. E.
core  

Evaluations of the effectiveness of the near‐surface mounted steel materials in strengthening short RC wall‐like columns with openings

open access: yesStructural Concrete, EarlyView.
Abstract In practice, reinforced concrete (RC) wall‐like columns often have openings to facilitate building services, which creates stress concentrations around the opening, resulting in the weakening of their load‐carrying capacity. This study proposes innovative strengthening methods using near‐surface mounted (NSM) incorporating steel materials to ...
Ahmed Hamoda   +4 more
wiley   +1 more source

Pair Of Embossed Bronze Stirrups

open access: yes, 2017
A pair of embossed bronze stirrups. From Collection of Count Calori, Home. Provenance: Purchased by William Randolph Hearst from Arms & Armor Sale of Major T.

core  

Finding perfect equestrian equipment. Some thoughts about medieval and modern hybrids of stirrups and spurs from Central Europe

open access: yesFasciculi Archaeologiae Historicae, 2015
Spurs and stirrups have played massive role in harnessing horses. Already from the early Middle Ages stirrups were made with different kinds of enigmatic rollers, knobs and projections on the side and bottom part of the foot rest.
Arkadiusz Michalak
doaj  

Performance enhancement of reinforced concrete columns using stainless steel and galvanized steel plates: Experimental and numerical investigation

open access: yesStructural Concrete, EarlyView.
Abstract This study introduces an innovative approach to strengthening defected reinforced concrete (RC) columns using externally bonded stainless steel and galvanized steel plates. Unlike conventional strengthening methods, this technique replaces traditional transverse stirrups with steel sheets, providing enhanced confinement and ductility.
Ahmed Hamoda   +5 more
wiley   +1 more source

FRCM/stirrups interaction in RC beams strengthened in shear using NSE-FRCM

open access: yes, 2018
The use of a recently introduced "near surface embedded" (NSE) technique for fabric reinforced cementitious matrix (FRCM) system is shown to be a viable alternative to the conventionally used externally bonded FRCM counterpart with the potential to ...
Wakjira T.G., Ebead U.
core   +1 more source

Pemodelan dan Analisis Perilaku Balok Beton Bertulang yang Berbeda Diameter Akibat Variasi Tata Letak Tulangannya

open access: yesMedia Komunikasi Teknik Sipil, 2018
Analysis of the effect of the layout of reinforcement in reinforced concrete beams with different diameters to understand behavior and layout position of reinforcement produces the maximum of load capacity and ductility. Modeling and analysis using ANSYS
Yohanes Laka Suku
doaj   +1 more source

Experimental and design‐oriented research on fiber reinforced concrete segmental tunnel linings: A systematic review

open access: yesStructural Concrete, EarlyView.
Abstract The use of fiber reinforced concrete (FRC) in precast tunnel segments is among the most established and representative applications of this material. Over the past two decades, numerous tunnel linings were constructed with partial or total substitution of conventional steel reinforcement by fibers, this yielding to quantifiable benefits in ...
Vladimir Rusanov   +4 more
wiley   +1 more source

Effect of single stirrups on reinforced concrete beams

open access: yes, 1965
This study was made to determine the location of vertical stirrups and also to determine the amount of stirrup-steel required to prevent diagonal cracking.
Patel, Vinodbhai T.
core  

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