By Hong Hao, Zhong-Xian Li
The foreign organization of protecting constructions (IAPS) was once introduced on 1 October 2010 in Manchester, united kingdom through the first overseas convention of protecting buildings. the first goal of IAPS is to convey researchers and engineers operating within the zone of protecting buildings jointly, and to advertise examine and improvement paintings for higher existence and constitution safety opposed to surprise and effect so much. additional information are available at http://www.protectivestructures.org/contact.html.
Advances in protecting buildings Research is the 1st booklet in a sequence of deliberate guides through IAPS. It includes thirteen chapters ready via energetic and well-liked researchers all over the world within the region of protecting constructions. It covers the dynamic fabric version and fabric homes, structural reaction research, structural reliability research, impression lots and floor surprise. The contents of the publication mirror good the present learn achievements and perform in structural safety opposed to blast and influence lots. They symbolize the complex overseas learn prestige in theoretical derivations, numerical simulations, and laboratory and box exams for constitution protections.
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Extra info for Advances in Protective Structures Research
S. 1975. “Failure and elasticity of concrete,” RISO—M1801. W. C. 1982. “Cracks in Concrete Subject to Shear,” Journal of the Structural Division, Vol. 108, No. ST1, pp. 207–224. Rubin, M. 1991. “A simple, convenient isotropic failure surface,” ASCE Journal Engineering Mechanics, Vol. 117, pp. 348–369. Y. 1976. “Generalized cap model for geological materials,” ASCE Journal of the Geotechnical Division, Vol. 102, pp. 683–699. D. 1994. “A three-invariant smooth cap model with mixed hardening,” International Journal for Numerical and Analytic Methods in Geomechanics, Vol.
Redwood Books, Trowbridge, Wiltshire, Great Britain, (ISBN 0-7277-1696-4). D. 1997. “Retrofit of Reinforced Concrete Structures to Resist Blast Effects,” ACI Structural Journal, Vol. 94, No. 4. E. J. 2006. 1. , and Lan, S. 2010. 1. , and Wu, Y. 2011. “User’s manual and documentation for Release III of the K&C concrete material model in LS-DYNA,” TR-11-36-1, Technical Report, Karagozian & Case, Burbank, CA. O. 2010. Handbook for blast-resistant design of buildings. , pp. 445–475. Guo, Z. and Zhang, X.
The load is applied at a very slow velocity on the top side of the mesoscale model. 2. The ABAQUS/EXPLICIT solver is employed to compute the nonlinear static behavior of concrete. Figure 7 shows the typical simulated stress-strain curves under uniaxial compressive and tensile loadings. The simulated stress-strain curves and the characteristic values such as compressive strength, tensile strength, peak strain of compression and tension are very close to the test data (Guo, 1997). In addition, the compressive failure modes resemble closely the general experimental observations.
Advances in Protective Structures Research by Hong Hao, Zhong-Xian Li