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Flexural Capacity of Pressurized Steel Pipe
Journal of Structural Engineering, 1998This paper describes the experimental and theoretical behavior of two large-scale pressurized pipes tested with a sleeve fully welded to the midspan of each specimen. Each specimen was subjected to an internal pressure, a constant axial load and lateral deformation of a four-point bend test to simulate the flexural behavior of a buried pipeline.
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Uncertainly Analysis of Flexural Overstrength for Capacity Design of RC Beams
Journal of Structural Engineering, 2014AbstractTo ensure an overall ductile structural behavior, the reinforcing steel used in the seismic design of reinforced concrete (RC) structures is governed by certain specific requirements given in many international codes, such as the Eurocodes and the recently released Italian Building Code (IBC).
C. Galasso +2 more
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Flexural capacity and ductility of lightweight concrete T‐beams
Structural Concrete, 2020AbstractThe present study aims to estimate the flexural capacity and ductility of lightweight concrete T‐beams prepared using the expanded bottom ash and dredged soil granules (LWAC‐BS beams). Eight full‐scale beams were prepared under the main parameters including the unit weight and compressive strength of concrete and amount of longitudinal tensile ...
Keun‐Hyeok Yang +3 more
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INELASTIC FLEXURAL CAPACITY OF REINFORCED CONCRETE COLUMNS
2005ABSTRACT. The objective of this paper is to perform a sectional ductility analysis on rectangular reinforced concrete columns under large inelastic deformations while simultaneously subjected to constant axial load. Various analytical models available in the literature for confinement concrete by different types of transverse reinforcement including ...
B Bousalem, N Chikh, N Djebbar
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Equivalence Between Flexural Toughness and Energy Absorption Capacity of FRC
2020Peer ...
Carmona Malatesta, Sergio Alejandro +1 more
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Flexural effects in dynamic determination of pile capacity
2011The flexural vibration of piles during dynamic tests have to be investigated carefully. In this paper, we present two large scale case histories of high strain dynamic pile testing where eccentric impacts where generated. First, dynamic measured signals are presented to show the different quantities relationships (force, velovity, bending moment, and ...
Holeyman A., Allani M.
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Moment Capacity and Cracking Behavior of Ferrocement in Flexure
ACI Journal Proceedings, 1973FERROCEMENT IS A THIN SECTION CEMENT MORTAR WITH REINFORCEMENT IN THE FORM OF MULTIPLE LAYERS OF LIGHT MESH. FOR CONTINUING APPLICATIONS AND COMPARISON WITH OTHER MATERIAL, ENGINEERING DESIGN PROPERTIES OF FERROCEMENT ARE NECESSARY. THIS REPORT PRESENTS THE RESULTS OF TESTS ON FERROCEMENT BEAMS.
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Calculation of Flexural Capacity of SRC Beams Strengthened with CFRP
Advanced Materials Research, 2011A design idea has been brought forward about SRC beams strengthened with CFRP, in order to solve flexural capacity shortage and need strengthening engineering problems. By analyzing loading process, failure mode and loading mechanism, flexural capacity was calculated by superposition method.
Xiao Chu Wang +4 more
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Residual flexure capacity of corroded reinforced concrete beams
Engineering Structures, 2007Abstract This work presents results from an experimental investigation which correlated flexure capacity loss with steel cross-section loss due to generalized corrosion of the embedded steel in a humid environment. Concrete beams (100×150×1500 mm) cast with chlorides were used in this investigation.
Andrés A. Torres-Acosta +2 more
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Flexural capacity of thin wall fibre reinforced cement
Construction and Building Materials, 1988Abstract A method of calculating the flexural strength (cracking) of fibre reinforced cement floor and wall systems is presented. The method for flexural strength is based on non-linear stress-strain relationship at failure tension and corresponding stress distribution in section at cracking and subsequent failure.
Z.A. Zielinski, O.A. Pekau, M.A. Rohadi
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