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Specimen boundary induced size effect on quasi-brittle fracture

หน่วยงาน Central Queensland University, Australia

รายละเอียด

ชื่อเรื่อง : Specimen boundary induced size effect on quasi-brittle fracture
นักวิจัย : Duan, Kai. , Hu, Xiaozhi.
คำค้น : Concrete , Strategic basic research. , 861001 Cement and Concrete Materials. , 090503 Construction Materials. , 091308 Solid Mechanics. , 091599 Interdisciplinary Engineering not elsewhere classified. , Fracture mechanics. , Size effect -- Boundary effect -- Tensile strength -- Fracture toughness -- Fracture process zone
หน่วยงาน : Central Queensland University, Australia
ผู้ร่วมงาน : -
ปีพิมพ์ : 2547
อ้างอิง : http://hdl.cqu.edu.au/10018/40078 , cqu:5115
ที่มา : Duan, K & Hu, X 2004, 'Specimen boundary induced size effect on quasi-brittle fracture', Strength, Fracture and Complexity - an International Journal, vol. 2, pp. 47-68.http://search.ebscohost.com/login.aspxdirect=true&db=a9h&AN=16284131&site=eh
ความเชี่ยวชาญ : -
ความสัมพันธ์ : Strength, fracture and complexity. Netherlands. : I O S Press, 2004. Vol. 2, (2004), p. 47–68 22 pages Refereed 1567-2069 1875-9262 (online) , ACQUIRE [electronic resource] : Central Queensland University Institutional Repository.
ขอบเขตของเนื้อหา : -
บทคัดย่อ/คำอธิบาย :

A simple asymptotic analysis dealing with the influence of specimen boundaries on quasi-brittle fracture of brittle heterogenous materials is presented. The influence of crack-length/specimen-size ratio (α-ratio) on fracture behaviour of finitesized specimens has been quantitatively determined by the asymptotic boundary effect model. Different to the common size effect study relying on two scaling parameters that can only be determined by curve-fitting to experimental results, the present boundary effect model is able to predict the quasi-brittle fracture behaviour using two fundamental material properties: the tensile strength ft and fracture toughness KIC. ft and KIC can be determined separately following the standard strength and fracture toughness tests, or estimated from the available data in the literature for most commonly-used materials. Alternatively, ft and KIC can be determined indirectly from quasi-brittle fracture results using the boundary effect model so that the stringent tensile and fracture toughness tests can be replaced by the simple quasi-brittle fracture tests. The boundary effect model showsthe two scaling parameters used in the size effect study are α-ratio dependent, and can only be taken as experimental constants for geometrically similar specimens of one single α-ratio. Furthermore, un-notched specimens containing small natural flaws have also been considered by the boundary effect model through linking the micro-flaws to equivalent shallow notches with a near zero α-ratio. As a result, both notched and un-notched specimens can be analysed by the same boundary effect relationship.

บรรณานุกรม :
Duan, Kai. , Hu, Xiaozhi. . (2547). Specimen boundary induced size effect on quasi-brittle fracture.
    กรุงเทพมหานคร : Central Queensland University, Australia.
Duan, Kai. , Hu, Xiaozhi. . 2547. "Specimen boundary induced size effect on quasi-brittle fracture".
    กรุงเทพมหานคร : Central Queensland University, Australia.
Duan, Kai. , Hu, Xiaozhi. . "Specimen boundary induced size effect on quasi-brittle fracture."
    กรุงเทพมหานคร : Central Queensland University, Australia, 2547. Print.
Duan, Kai. , Hu, Xiaozhi. . Specimen boundary induced size effect on quasi-brittle fracture. กรุงเทพมหานคร : Central Queensland University, Australia; 2547.