英文摘要
|
High performance concrete (HPC) has been developed for nearly 50 years. In Taiwan, where HPC has been well developed and widely applied, concrete should move towards a new generation of multi-functional high performance concrete. In addition to high flowability and higher compressive strength, new generation HPC shall not only have excellent crack resistance from shrinkage, but completely beyond the mechanical limitations of traditional concrete. New generation HPC can maintain considerable strength even under large deformation or even under tension, and secure the steel bars fully developed; that is, it exhibits the characteristics of strain hardening under tension. In response to future simulation, design, and construction practical demands, this research proposes relevant crack resistance index, basic constitution laws, and suggested formulas for mechanical properties according to its fresh and hardened properties. In this study, resistance crack propagation from plastic shrinkage and drying shrinkage were evaluated for new generation HPC. In terms of the basic mechanical properties for design or simulation, this research has also conducted experiments and established a database for regression to propose formulas for further reference and use by the industry, government and academia.
|
参考文献
|
-
胡瑋秀(2018)。臺灣大學土木工程學研究所。
連結:
-
(2013).ASTM 1579, "Standard Test Method for Evaluating Plastic Shrinkage Cracking of Restrained Fiber Reinforced Concrete (Using a Steel Form Insert),".West Conshohocken, PA:
-
(2018).ASTM C1581/C1581M, "Standard test method for determining age at cracking and induced tensile stress characteristics of mortar and concrete under restrained shrinkage,".West Conshohocken, PA:
-
(2021).ASTM C78/C78M, "Standard test method for flexural strength of concrete (using simple beam with third-point loading),".West Conshohocken, PA:
-
CNS 14220,「混凝土凝結時間試驗法」,中華民國國家標準 (1998)。
-
(2017).ASTM C496/C496M, "Standard test method for splitting tensile strength of cylindrical concrete specimens,".West Conshohocken, PA:
-
(2020).ASTM C232/C232M, "Standard test method for bleeding of concrete,".West Conshohocken, PA:
-
(2014).ASTM C469/C469M, "Standard test method for static modulus of elasticity and poisson's ratio of concrete in compression,".West Conshohocken, PA:
-
Ahmed, S. F. U.,Maalej, M..Tensile strain hardening behaviour of hybrid steel-polyethylene fibre reinforced cementitious composites.Construction and Building Materials,23(1),96-106.
-
Dippenaar, J. D.(2015).Stellenbosch,Stellenbosch University.
-
Domingo, J.,Carreira, Kuang-Han Chu(1985).Stress-strain relationship for plain concrete in compression.ACI Structural Journal
-
Ezeldin, A. Samer,Balaguru, Perumalsamy N.(1992).Normal‐ and High‐Strength Fiber‐Reinforced Concrete under Compression.Journal of materials in civil engineering,4(4)
-
Fanella, D. A.,Naaman, A. E.(1985).Stress-strain properties of fiber reinforced mortar in compression.Journal of The American Concrete Institute,82(4),475-483.
-
Fantilli, A. P.,Mihashi, H.,Vallini, P.(2009).Multiple cracking and strain hardening in fiber-reinforced concrete under uniaxial tension.Cement and Concrete Research,39(12),1217-1229.
-
Hsu, Lin Showmay,Hsu, Cheng-Tzu Thomas(1994).Stress-strain behavior of steel-fiber high-strength concrete under compress.ACI Structural Journal
-
Kim, D. J.,El-Tawil, S.,Naaman, A. E.(2007).Correlation between single fiber pullout and tensile response of FRC composites with high strength steel fibers.Fifth International RILEM Workshop on High Performance Fiber-Reinforced Cement Composites: HPFRCC5. Rilem Proceedings pro053
-
Naaman, A. E.(1999).Fibers with slip-hardening bond.High Performance Fiber Reinforced Cement Composites (HPFRCC-3), RILEM, Proceedings 6,Cachan, France:
-
Saenz, Luis P.(1964).Equation for the stressstrain curve of concrete.ACI Journal, Proceedings,61(9),1229-1235.
-
丁春林,张国防,张骅。新型棒状聚丙烯纤维混凝土抗剪性能试验与比较。同济大学学报:自然科学版,39(6),802-806。
-
郭耀仁(2012)。臺灣大學土木工程學研究所。
-
廖文正,林致淳,詹穎雯。台灣混凝土彈性模數建議公式研究。結構工程,31(3),5-31。
-
劉恩睿(2013)。臺灣大學土木工程學研究所。
|