Download PDF by Hong Hao, Zhong-Xian Li: Advances in Protective Structures Research
By Hong Hao, Zhong-Xian Li
The overseas organization of protecting constructions (IAPS) was once introduced on 1 October 2010 in Manchester, united kingdom throughout the first overseas convention of protecting buildings. the first goal of IAPS is to deliver researchers and engineers operating within the region of protecting buildings jointly, and to advertise examine and improvement paintings for greater lifestyles and constitution safety opposed to surprise and impression rather a lot. additional information are available at http://www.protectivestructures.org/contact.html.
Advances in protecting constructions Research is the 1st book in a chain of deliberate guides through IAPS. It includes thirteen chapters ready via lively and favorite researchers worldwide within the quarter of protecting constructions. It covers the dynamic fabric version and fabric houses, structural reaction research, structural reliability research, influence so much and floor surprise. The contents of the ebook replicate good the present study achievements and perform in structural defense opposed to blast and effect lots. They symbolize the complex overseas study prestige in theoretical derivations, numerical simulations, and laboratory and box checks for constitution protections.
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Create an array Element_array (K, node_num, xyz_num) to store the coordinates of all the element nodes, where K is the serial number of element, node_num is the serial number of node, and xyz_num is the coordinate of nodes. Assign the coordinates of the i-th element nodes to Pi(Xi, Yi, Zi) (i = 1 ~ 8). Create an array Element_Mat (element_num, mat_num) to store element material property, where the element_num is the serial number of element, and the mat_num is the serial number of the material property.
5, pp. 427–434. Lan, S. and Guo, Z. May 1999. “Biaxial Compression Behavior of Concrete under Repeat Loading,” Journal of Materials in Civil Engineering, ASCE, Vol. 11, No. 2. E. 2012. 2. “LS-DYNA Keyword User’s Manual—Version 971,” 2007. Livermore Software Technology Corporation. , and Nemat-Nasser, S. 2010a. 2. , and Nemat-Nasser, S. 2010b. 2. E. Crawford, and Wu, Y. 2007. “Evaluation of the K&C Concrete Model’s Ability to Reproduce Standard Tests as Compared to Other LS-DYNA Material Models,” Presented at Workshop on Modeling Concrete Under High-Impulsive Loadings, Austin, TX.
Step 4. When Pos_sum > 0 and Pos_mul > 0, let the array Element_Mat (K, mat_num) to be ITZ attribute. Then let K = K + 1 and go to step 1. Step 5. When Pos_sum > 0 for all aggregate, let the array Element_Mat (K, mat_num) to be mortar attribute. Then let K = K + 1 and go to step 1. Step 6. According to the result of Element_Mat, define the material attributes of preliminary grid. Output the finite element grid of the mesoscale concrete model. The mapping algorithm is programmed in Fortran, and the finite element grid can be mapped into frequently used commercial finite element software such as ANSYS, ABAQUS, AUTODYN and LS-DYNA.