Results 11 to 20 of about 872,667 (279)
International Journal of Concrete Structures and Materials, 2019 The effects of flexural reinforcement and shear reinforcement on the punching shear strength of slab–column connections are analyzed in this study. For the study, six slab–column connection specimens were constructed with varying flexural reinforcement ...
Jae-Ick Jang, Su-Min Kang
exaly +3 more sources
Budownictwo i Architektura, 2014 In the paper, the influence of longitudinal reinforcement on shear capacity of reinforced concrete members without shear reinforcement is discussed. The problem is analyzed on the basis of the author’s own test results and tests results reported in the ...
Marta Słowik
doaj +3 more sources
Punching shear strength of steel fibre reinforced lightweight concrete slabs. [PDF]
, 1981 One of the problems in slab-column connections is the punching shear failure at over loads. Such failures are sudden and catastrophic, and are undesirable since they do not allow an overall yield mechanism to ...
Theodorakopoulos, Dimitrios D.
core +6 more sources
Shear resistance of reinforced concrete beams with and without steel fibres. [PDF]
, 1981 The fabrication and placement of conventional shear rein- forcement are time consuming and costly and its use in thin structural concrete members is often impractical.
Chiam, Tou Ping
core +6 more sources
Discussion on Calculation Method of Shear Bearing Capacity of HSC Beams Without Web Reinforcement under Concentrated Loads [PDF]
E3S Web of Conferences, 2021 In order to investigate the main influencing factors and development rules of the shear performance of high strength concrete (HSC) beams without web reinforcement under concentrated loads, analyze and compare the rationality of the China and American ...
Li Qingfu, Zhou Huade
doaj +1 more source
Shear transfer between precast prestressed bridge beams and in-situ concrete crosshead in continuous structures [PDF]
, 1988 A detailed investigation was made to study the shear transfer between precast prestressed beams and in-situ concrete in a relatively new method of construction of continuous bridge decks where the ends of precast beams are connected to an integral in ...
Mirtalaie, Kamal
core +7 more sources
Continuity development between precast beams using prestressed slabs, and its effect on flexure and shear [PDF]
, 1989 Development of continuity between precast prestressed bridge girders by post-tensioning the insitu top slab In the regions of hogging moment is a relatively new technique which forms the basis for this research study.
Jayanandana, Aluthjage Don Chandrathilaka
core +7 more sources
Punching shear behavior of LWA bubble deck slab with different types of shear reinforcement
Journal of King Saud University: Engineering Sciences, 2021 Punching shear is the most important problem in flat slabs, which usually requires strengthening for safety reasons. One of the most popular strengthening methods is the employment of shear reinforcement. Also, in order to reduce the self-weight of slabs,
Maha Habeeb +2 more
doaj +1 more source
Case Studies in Construction Materials, 2021 The Australian Concrete Code (AS 3600) went through a number of significant changes to the shear provisions in the last decade through the introduction of the modified compression field theory. However, there were some discrepancies identified, specially
Thushara Jayasinghe +2 more
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Experimental Study on an Innovative Shear Connector in Steel-UHPC Composite Structure
Advances in Civil Engineering, 2021 In order to improve the stiffness and shear bearing capacity of steel-UHPC composite bridge, an innovative shear connector named arc-shaped reinforcement shear connector was proposed and compared with the stud and perforated bar steel plate shear ...
Yang Liu, Dan Zeng, Lei Cao, Naiwei Lu
doaj +1 more source