supported by grants funded by Department of Mechanical Engineering,Faculty of Engineering,Chiang Mai University and the Graduate School of Chiang Mai University.
The objective of this research was to determine the mechanical parameter from EVA foam and also investigate its behavior by using Blatz-Ko,Neo-Hookean,Mooney model and experimental test.The physical characteristic of ...
Funded by the National Natural Science Foundation of China(No.51878245);Postgraduate Research&Practice Innovation Program of Jiangsu Province(No.KYCX22_0622)。
We completed the uniaxial tensile test of mortar in the range of strain rate from 10^(-6)to 10^(-4)s^(-1)in the section containing softening,and carried out acoustic emission monitoring(AE)simultaneously.A series of A...
the subject of Key Science and Technology Project of Heilongjiang Transport Department(No.2017HLJ0029);the National Natural Science Foundation of China(Nos.51878003,51778513);the Major State Basic Research Development Program of China(“973”Program)(No.2015CB655101)。
Structure and mechanical properties of Calcium silicate hydrate (C-S-H) at a molecular level act as "DNA" of cement-based construction materials.In order to understand loading resistance capability of C-S-H gel,resear...
Funded by the Key Program of National Natural Science Foundation of China( No.50438010);the Research & Application of Key Technology for the South-North Water Transfer Project Construction in China ( JGZXJJ2006-13)
Uniaxial compression tests were conducted to characterize the main compressive performance of ultra high toughness cementitious composite (UHTCC) in terms of strength and toughness and to obtain its stress-strain re...
Funded by the National Natural Science Foundation of China(59908015);the Key Scientific Research Project of Ministry of Education ([2000]156)
The prism specimens of corroded concrete were subjected to uniaxial compressive load to develop the stress-strain model. Compared to the un-corroded concrete, the mechanical prop- erties of corroded concrete, such as ...
the Doctoral Authorization Point Foundation of China(No.30300078)
The functional relation between the residual tensile strength of plain concrete and number of cycles was determined. 99 tappered prism specimens of plain concrete were tested under uniaxial tensile fatigue loading. Ba...
Fracture energy in strain softening regime was investigated analytically by considering microstructures interaction and interplay.Based on gradient-dependent plasticity, the thickness of localized band was determined ...