Fracturing Rate Effect and Creep in Microplane Model for Dynamics

Author:

Bažant Zdeněk P.12345,Caner Ferhun C.12345,Adley Mark D.12345,Akers Stephen A.12345

Affiliation:

1. Fellow, ASCE

2. Walter P. Murphy Prof. of Civ. Engrg. and Mat. Sci., Northwestern Univ., Evanston, IL 60208. E-mail: z _bazant@northwestern.edu

3. Grad. Res. Asst., Dept. of Civ. Engrg., Northwestern Univ., Evanston, IL.

4. Res. Civ. Engr., U.S. Army Engr. Waterways Experiment Station, Vicksburg, MS 39180.

5. Res. Civ. Engr., U.S. Army Engr. Waterways Experiment Station, Vicksburg, MS.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference63 articles.

1. Bažant Z. P. (1971). “Numerically stable algorithm with increasing time steps for integral-type aging creep.” Proc. 1st Int. Conf. on Struct. Mech. in Reactor Technol. SMiRT-1 T. A. Jaeger ed. BAM Berlin and Commission of European Communities Brussells Vol. 4 Part H 119–126.

2. Bažant Z. P. (1993). “Current status and advances in the theory of creep and interaction with fracture.” Proc. 5th Int. RILEM Symp. on Creep and Shrinkage of Concrete ( ConCreep 5 held in Barcelona) Z. P. Bažant and I. Carol eds. E & FN Spon London 291–307.

3. Bažant Z. P. ( 1995). “Creep and damage in concrete.” Materials science of concrete IV J. Skalny and S. Mindess eds. American Ceramic Society Westerville Ohio 355–389.

4. Bažant Z. P. Bai S.-P. and Gettu R. (1993). “Fracture of rock: Effect of loading rate.” Engrg. Fracture Mech. 45 393–398.

5. Bažant Z. P. and Baweja S. (1995a). . “Creep and shrinkage prediction models for analysis and design of concrete structures—Model B3 (RILEM Recommendation TC-107).” Mat. and Struct. Paris 28 357–365 (with Errata Vol. 29 March 1996 p. 126).

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