Results 51 to 60 of about 152,518 (211)

Study on ultimate strength of box girder considering intact initialimperfections under cyclic bending moments

open access: yesZhongguo Jianchuan Yanjiu
ObjectivesTo fully consider intact initial imperfections, including welding initial deformation and residual stress, it is necessary to conduct a study on the plastic deformation distribution and ultimate strength of a box girder under different cyclic ...
Huwei CUI, Runwen HU, Qiyin DING
doaj   +1 more source

Shear resistance of reinforced concrete beams with and without steel fibres. [PDF]

open access: yes, 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  

Ultimate strength of continuous composite beams in combined bending and shear

open access: yes, 2004
The contributions of the concrete slab and composite action to the vertical shear strength of continuous steel–concrete composite beams are ignored in current design codes, which result in conservative designs.
Bradford, Mark A.   +7 more
core   +1 more source

ULTIMATE STRENGTH OF HIGH-STRENGTH BOLT CONNECTION INCLUDING BEARING CAPACITY [PDF]

open access: yes, 2011
Transactions of AIJ. Journal of structural and construction engineeringTo clarify the bolt bearing effect to the ultimate strength of the high-strength bolt connections, two series of testing, bolted connection applied with tension force or bending ...
多田, 裕一   +2 more
core   +1 more source

Ultimate Flexural Strength of Circular Concrete‐Filled Steel Tubular Beam‐Columns Considering Stress Gradient and Scale Effect

open access: yesJapan Architectural Review
According to the “AIJ Recommendations for Design and Construction of Concrete Filled Steel Tubular Structures”, the ultimate flexural strength of concrete‐filled steel tubular (CFST) beam‐columns is calculated based on full‐plastic strength.
Ryohei Yonekura   +2 more
doaj   +1 more source

Experimental and numerical study for the post buckling behaviour of plate girders subjected to bending and shear

open access: yesMATEC Web of Conferences, 2018
This research offers experimental and numerical study for the ultimate strength analysis and post buckling behaviour of plate girders subjected to shear and bending stresses.
Shawky Wael, Nabil Ghaidaa
doaj   +1 more source

An approximate method for the ultimate shear strength of horizontally curved composite plate girders

open access: yesJournal of Civil Engineering and Management, 2014
The paper is concerned with the ultimate load capacity of horizontally curved composite plate girders. An approximate method to predict the ultimate shear strength of the girders is presented.
Nandivaram E. Shanmugam   +2 more
doaj   +1 more source

Strength of slender reinforced concrete walls [PDF]

open access: yes, 1983
This study is concerned with the behaviour of single span slender reinforced concrete members with depth/span ratios equal to and larger than 1. A series-of deep panels with depth/span ratios between I and 4 was studied experimentally.
Besser Avila, Israel
core  

Mechanical properties of high-strength HTRB600 steel bars under high temperature

open access: yes工程科学学报, 2017
Tensile testing of HTRB600 steel bars under high temperature was conducted to determine the mechanical properties of the steel under high temperature. The elastic modulus, proportional limit, yield strength, ultimate strength, and stress-strain curves of
GONG Wei, HU Ke-xu, WANG Yi-di
doaj   +1 more source

Ultimate strength of stiffened panels subjected to non-uniform thrust

open access: yesInternational Journal of Naval Architecture and Ocean Engineering, 2020
The current study is focused on the evaluation of the ultimate strength of stiffened panels found in ship hull structures that are subjected to combined uniaxial thrust, in-plane and out-of-plane bending moments.
Konstantinos N. Anyfantis
doaj   +1 more source

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