Results 11 to 20 of about 126,673 (308)

Experimental investigation of cold-formed high strength steel tubular beams

open access: yesEngineering Structures, 2016
Abstract This paper presents a test program on cold-formed high strength steel tubular beams. The nominal 0.2% proof stresses of the high strength steel were 700, 900 and 1100 MPa in this study. Twenty-five four-point bending tests on circular, rectangular and square hollow structural sections were conducted.
MA, J, Young, B, Chan, TM
openaire   +5 more sources

Design of cold-formed high strength steel tubular beams

open access: yesEngineering Structures, 2017
Abstract A numerical investigation on cold-formed high strength steel (HSS) tubular beams is presented in this paper. The nominal 0.2% proof stresses of the HSS sections ranged from 700 MPa to 1100 MPa. In the complementary study [1], experimental investigation on the beam specimens have been performed.
Young, B, MA, J, Chan, TM
openaire   +5 more sources

Shear design of HSC beams with combination of links and horizontal web steel [PDF]

open access: yes, 2012
The existing recommendations in Eurocode 2 and the British Code of Practice for the shear design of beams are derived from research conducted essentially on normal-strength concrete (NSC) with cube strengths up to 50 MPa, and it was found that the shear ...
Al-Hussaini, Abbas   +2 more
core   +2 more sources

Shear Strength Prediction Equations and Experimental Study of High Strength Steel Fiber-Reinforced Concrete Beams with Different Shear Span-to-Depth Ratios

open access: yesApplied Sciences, 2019
Conducting research on steel fiber-reinforced concrete (SFRC) beams without stirrups, particularly the SFRC beams with high-strength concrete (HSC) and high-strength steel (HSS) reinforcing bars is essential due to the limitation of test results of high ...
Wisena Perceka   +2 more
doaj   +1 more source

Bending Behavior and Deflection Prediction of High-Strength SFRC Beams under Fatigue Loading

open access: yesJournal of Materials Research and Technology, 2020
The experiments of high-strength steel-fiber-reinforced concrete (SFRC) beams subjected to fatigue bend loading were conducted in this work. A total of 12 beams were tested to failure, including 2 under static loading and 10 under fatigue loading.
Dan-ying Gao, Zhi-qiang Gu, Chenglin Wu
doaj   +1 more source

Recent Research Advances in High-Performance Steel Tubular Members: Material Properties, Stub Columns, and Beams

open access: yesBuildings, 2023
This paper presents recent advances in research on high-performance steel tubular members, including beams and columns. The term high-performance steel has been used for steels that have unparalleled characteristics such as high strength, cold ...
Yaohan Li, Chi-Chung Lee, Yancheng Cai
doaj   +1 more source

Flexural strength and ductility of reinforced normal- and high-strength concrete beams [PDF]

open access: yes, 2001
A number of singly reinforced concrete beams made of normal- and high-strength concretes were tested under monotonically increasing loads to study their flexural behaviour and to compare the flexural ductility of normal- and high-strength concrete beams.
Islam, MS, Kwan, AKH, Pam, HJ
core   +1 more source

Bending reinforced concrete beams with glass fiber reinforced polymer bars: an experimental analysis

open access: yesRevista IBRACON de Estruturas e Materiais, 2021
: There is a recurring need to construct in places where environmental aggressiveness is very high, such as tidal-splash sites, chemical industries, etc.
Tales Viebrantz Fernandes   +2 more
doaj   +1 more source

Deformability design of high-performance concrete beams [PDF]

open access: yes, 2013
The use of high-performance materials (HPMs) such as high-strength concrete (HSC) and high-strength steel (HSS) is becoming more popular in the construction of beams and columns of tall buildings.
Ho, JCM
core   +1 more source

Minimum Flexural Reinforcement Steel Ratios of High‐Strength Concrete Beams

open access: yesAdvances in Civil Engineering, 2022
Considering that most studies depend on theoretical equations to determine the minimum reinforcement ratio, only a few studies on this ratio are available. Therefore, a more defined limit should be suggested to design codes by performing additional investigations and experimental studies on this limit.
Ameer M. Salih, Azad A. Mohammed
openaire   +2 more sources

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