中文
Home
Scientific Research
Research Field
Paper Publications
Patents
Published Books
Research Projects
Research Team
Teaching Research
Teaching Resources
Teaching Information
Teaching Achievement
Awards and Honours
Enrollment Information
Student Information
My Album
Blog
Paper Publications
[11].A study of test and statistical damage constitutive model of multi-size polypropylene fiber concrete under impact load :International journal of damage mechanics,2019,28(7):973-989
[12].Analytical solution of a mathematical model for rock salt dissolution in still water.:Arabian journal of geosciences,2018,11(23)
[13].An improved constitutive statistical damage model of a multisize polypropylene-fiber-reinforced concrete under compression.[J]:Mechanics of Composite Materials,2019,55(3):385-392
[14].A study of test and statistical damage constitutive model of multi-size polypropylene fiber concrete under impact load.[J]:International Journal of Damage Mechanics,2019,28(7):973-989
[15].Analytical solution of a mathematical model for rock salt dissolution in still water.[J]:Arabian Journal of Geosciences,2018,11(23)
[16].A study of Triaxial creep test and yield criterion of artificial frozen soil under unloading stress paths:Cold Regions Science and Technology,2017,141:163-170
[17].Numerical simulation of rock salt dissolution in dynamic water..[J]:environmental earth sciences,2017,76(12)
[18].A Study of Analytical Solution for the Special Dissolution Rate Model of Rock Salt..[J]:Advances in Materials Science and Engineering,2017,2017
[19].An improved Duncan-Chang constitutive model for sandstone subjected to drying-wetting cycles and secondary development of the model in FLAC3D.:Arabian journal for science and engineering,2016,42(3):1265-1282
[20].A dynamic dissolution model of rock salt under gravity effect at different flow rates..[J]:Arabian Journal of Geosciences,2016,9(3)
total23 2/3
first
previous
next
last
Page
杨欣
email:yangxin546@163.com
Copyright © FuJian University of Technology
Click:
MOBILE Version
The Last Update Time:
.
.