By Hong Hao, Zhong-Xian Li
The overseas organization of protecting constructions (IAPS) was once introduced on 1 October 2010 in Manchester, united kingdom in the course of the first overseas convention of protecting buildings. the first goal of IAPS is to convey researchers and engineers operating within the sector of protecting constructions jointly, and to advertise examine and improvement paintings for greater lifestyles and constitution safety opposed to surprise and influence so much. additional info are available at http://www.protectivestructures.org/contact.html.
Advances in protecting constructions Research is the 1st booklet in a sequence of deliberate courses via IAPS. It includes thirteen chapters ready by means of lively and popular researchers worldwide within the region of protecting constructions. It covers the dynamic fabric version and fabric houses, structural reaction research, structural reliability research, impression quite a bit and flooring surprise. The contents of the e-book replicate good the present study achievements and perform in structural safety opposed to blast and impression so much. They symbolize the complex foreign study prestige in theoretical derivations, numerical simulations, and laboratory and box checks for constitution protections.
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Additional info for Advances in Protective Structures Research
667, expansion angle Ψ = 20°, mass density ρ = 2400 kg/m3. 667, expansion angle Ψ = 20º, mass density ρ = 2400 kg/m3. 2 Modified Drucker-Prager/Cap plasticity model The modified Drucker-Prager/Cap plasticity model in ABAQUS is intended for geological materials that exhibit pressure-dependent yield. In this chapter, the model is adopted to analyze the static mechanical properties of aggregate particles. The yield surface of the model includes two main segments: a shear failure surface, providing dominantly shearing flow, and a ‘cap’, which intersects the equivalent pressure stress axis.
2003. “Results from Laboratory Tests of Rectangular Nonretrofitted Reinforced Concrete Columns: Tests 1–6 and Test 10,” Karagozian & Case, Burbank, CA, TR-03-17. A. 1989. “Deformation-Controlled Uniaxial Tensile Tests on Concrete,” Report 25 5-89-15/ NFA, Delft University of Technology, Faculty of Civil Engineering, Delft, The Netherlands. Joy, S. and Moxley, R. 1993. “Material Characterization, WSMR-5 ¾-inch Concrete,” Report to the Defense Special Weapons Agency, USAE Waterways Experiment Station, Vicksburg, MS, August 1993 (limited distribution).
This is related to the effect of the amount of corner rounding on the magnitude of confinement pressure generated by the model. In other words, the rounding of the corners allows for an increase in confinement, which also increases the stress in the FRP. The importance of this rounding is demonstrated in both the analytic and experimental results shown. 3 Bare column with and without axial load Analysis results for Test 5 show a lower lateral resistance compared with Test 4 presumably because there is a reduced confinement in the concrete since the axial load during Test 5 was kept at zero.