Designers Guide to EN 1992-1-1 and EN 1992-1-2 Eurocode 2: Design of Concrete Structures. General rules and rules for buildings and structural fire design

Published on Jan 1, 2005
A. W. Beeby1
Estimated H-index: 1
,
R. S. Narayanan1
Estimated H-index: 1
Sources
Abstract
Basis of design Analysis Materials and design data Design of sections for bending and axial force Shear, punching shear and torsion Slender columns and beams Serviceability limit states Durability Detailing Prestressed concrete Structural fire design Compliance with the Code will satisfy the requirements of the Construction Products Directive in respect of mechanical resistance.
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Cited By493
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#1Panwei Du (NTU: Nanyang Technological University)H-Index: 1
#2Yaowen Yang (NTU: Nanyang Technological University)H-Index: 42
Last. Kang Hai Tan (NTU: Nanyang Technological University)H-Index: 51
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Abstract null null This paper presents an experimental programme and a fire design model on hybrid fibre reinforced high-performance concrete (HPC) columns under ISO 834 heating curve. To date, there are very few experimental works on HPC columns subjected to eccentric loading under fire conditions. Therefore, a total of six specimens are tested to investigate the effects of load eccentricity and slenderness ratio on spalling and structural behaviour of HPC columns. Material properties including...
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#1Stanislav AidarovH-Index: 2
Last. Albert de la FuenteH-Index: 21
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#1Ye Li (NTU: Nanyang Technological University)H-Index: 19
#2Panwei Du (NTU: Nanyang Technological University)H-Index: 1
Last. Kang Hai Tan (NTU: Nanyang Technological University)H-Index: 51
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Abstract null null This paper experimentally investigated fire resistance of UHPC and HPC columns under the ISO 834 fire curve. Effects of concrete strength, inclusion of fibers, and load eccentricity were investigated. Spalling behavior, failure mode, temperature distribution, axial deformation, mid-height column deflection, and fire resistance were measured and analyzed. From the results, columns with plain UHPC matrix were highly susceptible to explosive spalling due to its dense microstructu...
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#1Chava Venkatesh (CVR College of Engineering)H-Index: 6
#2Chereddy DurgaH-Index: 4
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#1Soo-Yeon Seo (KNUT: Korea National University of Transportation)H-Index: 6
Last. Su-hyun Jeong (KNUT: Korea National University of Transportation)
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To figure out the change in the reinforcing effect of FRP system used for the retrofit of RC beam when it is exposed to high temperature, it is required to evaluate not only the behavior of the entire beam, but also the bond performance at anchorage zone through a bond test according to the increase of external temperature. Moreover, the study to find various fire-protection methods is necessary to prevent the epoxy from reaching the critical temperature during an exposure to high temperature. I...
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#1Mustesin Ali KhanH-Index: 4
#2Aatif Ali KhanH-Index: 5
Last. Asif UsmaniH-Index: 29
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#1Panwei DuH-Index: 1
#2Yaowen YangH-Index: 42
Last. Kang Hai TanH-Index: 51
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#1Jin-Song Zhu (TJU: Tianjin University)H-Index: 4
#2Yanlei Wang (TJU: Tianjin University)
Abstract null null The problem of long-term deformation caused by creep and shrinkage (C&S) needs to be concerned in the design and service of concrete structures. Although various models have been developed to predict the C&S of concrete, more accurate and reliable prediction methods are still needed. The models of C&S based on convolutional neural networks (CNNs) are proposed in the study. The performance of the CNN models is verified by using 906 sets of creep experiment data and 1114 sets of...
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