Project supported by the National Basic Research Program of China (No. 2009CB623204);the National Natural Science Foundation of China (Nos. 10725210 and 10972196)
The free vibration and transient wave in a prestressed Rayleigh-Timoshenko beam subject to arbitrary transverse forces are analyzed by the newly developed method of reverberation-ray matrix (MRRM). The effects of shea...
supported by the National Natural Science Foundation of China (Nos. 10725210 and 50808159);the National Basic Re-search Program (973) of China (No. 2009CB623204)
The elastic modulus of asphalt concrete(AC) is an important material parameter for pavement design.The prediction and determination of elastic modulus,however,largely depends on laboratory tests which cannot reflect e...
Supported by the National Natural Science Foundation of China (Grant Nos 10725210 and 10832009);the Specialized Research Fund for the Doctoral Program of Higher Education (Grant No 20060335107);the National Basic Research Pro-gram of China (Grant No 2009CB623204);the Scientific Research Foundation for Tsuiying Talents of Lanzhou University
A general formulation of the method of the reverberation-ray matrix (MRRM) based on the state space formalism and plane wave expansion technique is presented for the analysis of guided waves in multilayered piezoelect...
supported by the National Natural Science Foundation of China(Nos.10725210,10832009 and 10432030);the Specialized Research Fund for the Doctoral Program of Higher Education(No.20060335107);the Program for New Century Excellent Talents in University(No.NCET-05-05010).
The method of reverberation-ray matrix (MRRM) is extended and modified for the analysis of free wave propagation in anisotropic layered elastic media. A general, numerically stable formulation is established within ...
the National Natural Science Foundation of China (Nos. 10725210 and 50509021);the Postdoctoral Foundations in China (No. 20070421202);the Program for New Century Excellent Talents in University in China (No. NCET-05-05010);the Com-petitive Postdoctoral Research Project in Zhejiang Province, China
The mechanical behavior of sand is very complex, and depends on factors including confining pressure, density, and drainage condition. A soil mass can be contractive or dilative when subjected to shear loading, and ev...
the National Natural Science Foundation of China (Nos. 10725210 and 10432030); the Specialized Research Fund for the Doctoral Program of Higher Education (No. 20060335107);the Program for New Century Excellent Talents in University, MOE, China (No. NCET-05-05010)
The symplectic approach proposed and developed by Zhong et al. in 1990s for elasticity problems is a rational analytical method, in which ample experience is not needed as in the conventional semi-inverse method. In t...