Spiral reinforcement in the role of prestressed anchorage and nonlinear research

Applied Mechanics and Materials

Volumn 271, Issue PART 1, 2013, Pages 136-140

  Yang, Bao Dong ^a   Zhu, Wan Xu ^b   Ju, Hong Chang ^a   Zhang, Feng ^a   Fu, Wei ^b   Yang, Ti Xu ^a  

^a GUANGXI UNIVERSITY OF SCIENCE AND TECHNOLOGY   (China)

^b Liuzhou OVM Machinery Co Ltd   (China)

Author keywords

Bond anchorage; Finite element analysis; Spiral reinforcement

Indexed keywords

ANCHORING SYSTEMS; BOND ANCHORAGE; FINITE ELEMENT ANALYSIS SOFTWARE; PRE-STRESSED; PRESTRESSED ANCHORAGE; SPIRAL REINFORCEMENTS;

ANCHORAGES (CONCRETE CONSTRUCTION); ANCHORAGES (FOUNDATIONS); DESIGN; FINITE ELEMENT METHOD; MANUFACTURE; STRESS CONCENTRATION;

CONCRETE REINFORCEMENTS;

EID: 84872535512     PISSN: 16609336     EISSN: 16627482     Source Type: Book Series    
DOI: 10.4028/www.scientific.net/AMM.271-272.136     Document Type: Conference Paper

References (3)

1. Xuyajun. Cold drawn spiral reinforcement and concrete anchorage performance research [M]. Architectural Technology 1999, (10)
2. FIP-1993 < Post-tensioned prestressing system acceptance advice> [S].
3. Chenjiayi. Study of tendon anchorage zones of long-span post-tensioned prestressed concrete box girder [D]. Master's degree thesis, Zhejiang University, 2006:82.