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Investigation in the creep-fatigue coupled effect of rock salt

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Investigation in the creep-fatigue coupled effect of rock salt/ by Jinyang Fan ... [et al.].
其他作者:	Fan, Jinyang.
出版者:	Singapore :Springer Nature Singapore : : 2025.,
面頁冊數:	xv, 215 p. :ill. (some col.), digital ;24 cm.
內容註:	Introduction -- Dilatancy properties of salt under monotonous compression and brief introduction into dislocation theory -- The conventional creep and fatigue mechanical properties of rock salt -- Discontinuous fatigue mechanical properties for rock salt -- Creep-fatigue mechanical characterization of rock salt under uniaxial stresses.
Contained By:	Springer Nature eBook
標題:	Rock salt - Creep. -
電子資源:	https://doi.org/10.1007/978-981-96-5431-4
ISBN:	9789819654314

Investigation in the creep-fatigue coupled effect of rock salt
Investigation in the creep-fatigue coupled effect of rock salt[electronic resource] /by Jinyang Fan ... [et al.]. - Singapore :Springer Nature Singapore :2025. - xv, 215 p. :ill. (some col.), digital ;24 cm.

Introduction -- Dilatancy properties of salt under monotonous compression and brief introduction into dislocation theory -- The conventional creep and fatigue mechanical properties of rock salt -- Discontinuous fatigue mechanical properties for rock salt -- Creep-fatigue mechanical characterization of rock salt under uniaxial stresses.

Open access.

This open access book provides the uniaxial, triaxial, fatigue, creep, creep-fatigue loading tests in order to investigate the salt mechanical response and the related damage mechanisms defining relation between plastic deformation, dilatancy and damage. Based on the experimental results, a new creep-fatigue constitutive model for salt rock that considers creep-fatigue interaction was established by incorporating a state variable that characterizes rock hardening level on the basis of the Norton creep model. Different salt rock mechanical test data sets with varying stress paths were used to validate this creep-fatigue constitutive model. The fit curves and test curves of the stress paths demonstrate good consistency, indicating that the model comprehensively considers the effects of time, load, and state on salt rock's creep-fatigue, effectively describing the creep-fatigue plastic deformation features of salt rock under different stress paths.

ISBN: 9789819654314

Standard No.: 10.1007/978-981-96-5431-4doiSubjects--Topical Terms:

3783871
Rock salt
--Creep.

LC Class. No.: TN900

Dewey Class. No.: 553.632

Investigation in the creep-fatigue coupled effect of rock salt
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300 $a xv, 215 p. : $b ill. (some col.), digital ; $c 24 cm.
505 0 $a Introduction -- Dilatancy properties of salt under monotonous compression and brief introduction into dislocation theory -- The conventional creep and fatigue mechanical properties of rock salt -- Discontinuous fatigue mechanical properties for rock salt -- Creep-fatigue mechanical characterization of rock salt under uniaxial stresses.
506 $a Open access.
520 $a This open access book provides the uniaxial, triaxial, fatigue, creep, creep-fatigue loading tests in order to investigate the salt mechanical response and the related damage mechanisms defining relation between plastic deformation, dilatancy and damage. Based on the experimental results, a new creep-fatigue constitutive model for salt rock that considers creep-fatigue interaction was established by incorporating a state variable that characterizes rock hardening level on the basis of the Norton creep model. Different salt rock mechanical test data sets with varying stress paths were used to validate this creep-fatigue constitutive model. The fit curves and test curves of the stress paths demonstrate good consistency, indicating that the model comprehensively considers the effects of time, load, and state on salt rock's creep-fatigue, effectively describing the creep-fatigue plastic deformation features of salt rock under different stress paths.
650 0 $a Rock salt $x Creep. $3 3783871
650 0 $a Rock salt $x Fatigue. $3 3783872
650 1 4 $a Geoengineering. $3 3538885
650 2 4 $a Engineering Mechanics. $3 3538834
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