Results 211 to 220 of about 16,163 (262)

Quasi-Static and Dynamic Interfacial Bond Performance Between Ultra-Early-Strength Unsaturated Polyester Polymer Concrete and Ordinary Portland Concrete Under Flexural Loadings. [PDF]

Polymers (Basel)
Feng W, Lu R, Ma J, Zhou Y, Xu J, Guan Y, Chen S, Li S.   +7 more
europepmc   +1 more source

Interface-Controlled Structural Behaviour of 3D Printed Concrete: Lessons from Masonry for Anisotropy, Print-Path Design and Standardisation. [PDF]

Materials (Basel)
Mardani A, Hematibahar M, Özteber S, Qais QAA, Abd Noor AA, Gebre TH, Elsheikh A.   +6 more
europepmc   +1 more source

Investigation of damage evolution in asphalt concrete under coupled ultraviolet aging and freeze-thaw cycles. [PDF]

Sci Rep
Yu Z, Cao Y, Xu X, Sun L, Ma Z, Yang J, Bo W, Dong Q, Liu Z.   +8 more
europepmc   +1 more source

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Flexural capacity of hollow flange beams

Journal of Constructional Steel Research, 2000
The hollow flange beam (HFB) is a unique cold-formed steel section developed in Australia for use as a flexural member. Research has identified that the HFB section's flexural capacity for intermediate span members is limited by lateral distortional buckling, which is characterized by simultaneous lateral deflection, twist, and web distortion.
Mahen Mahendran
exaly   +4 more sources

Effect of Flexural Ductility on Shear Capacity

Structures Congress 2008, 2008
The seismic performance of RC bridge piers is a significant issue because the interaction of flexural ductility and shear capacity of such piers with varied amounts of lateral reinforcement is not well established. Several relationships between flexural ductility and shear capacity have been proposed by various researchers in the past.
Rachel Howser, A. Laskar, Y. L. Mo
openaire   +1 more source

Flexural Rotational Capacity of Spandrel Beams

Journal of the Structural Division, 1979
This paper presents an investigation designed to study the effect of the presence of torsion of the flexural rotational capacity of spandrel beams. Test results from fourteen identical L-shaped beams and fourteen identical rectangular beams, of normal weight concrete, in which the ratio of moment to torque was varied, between pure moment and pure ...
Alfred G. Bishara, Larry Londot, Peter Au, Majety V. Sastry   +3 more
openaire   +1 more source

Assessment of the flexural capacity of corroded steel pipes

International Journal of Pressure Vessels and Piping, 2010
Flexural capacity of corroded pipes can be determined analytically assuming a full plastic failure mode for the pipe. A set of generalized solutions for flexural capacity of the pipe can be developed if the shape of the corrosion is known a priori.
Yanfei Chen, Xin Li, Y.H. Chai, Jing Zhou   +3 more
openaire   +1 more source

Calculation on flexural capacity of recycled aggregate concrete beams

Advances in Structural Engineering, 2023
Based on the constitutive relation of recycled aggregate concrete (RAC, referred to as recycled concrete), from the calculation formulas of the equivalent rectangular block parameters in the compression zone of recycled concrete beams under different recycled coarse aggregate replacement ratios, the calculation formulas of the key ...
Tan Li, Changqing Wang, Chunhui Wang
openaire   +1 more source

Shear capacity of ferrocement plates in flexure

Engineering Structures, 2011
Abstract An experimental study on 18 simply supported ferrocement plates having a span/depth ratio of 2.0 was conducted. Various wire mesh types were used as web reinforcement. Flexural steel was designed to preclude failure in modes other than flexure.
openaire   +1 more source

Uncertainty in Flexural Capacity Prediction of Ferrocement Elements

Journal of Materials in Civil Engineering, 1991
This paper examines the uncertainty in the mathematical models used for predicting the ultimate and firstcrack moment capacities of ferrocement structural elements.
Quek, Ser-Tong, On, Seng-Hooi
openaire   +1 more source