Chapter
Jul 21, 2014
Anchoring Effect of Oblique Crack under Axial Tension Load
Authors: Dun-Fu Zhang [email protected];, Wei-Shen Zhu [email protected];, Bo Zhang [email protected];, and Wei-Dong Wang [email protected]Author Affiliations
Publication: Innovative and Sustainable Use of Geomaterials and Geosystems
Abstract
The total improved potential energy of the system with anchor was modified by meshless method. The discrete equations of the system were derived. According to the variation principle, the anchorage problem of plate with oblique crack was studied by numerical under axial tension. Based on different elastic modulus of the anchor and various anchoring schemes, the equivalent elastic modulus of the system with anchor, the maximum stress at crack tip, and the rupture loads were researched. The best solutions were provided for improving equivalent elastic modulus and rupture load of structure. The results showed that elastic modulus of anchoring material has essential effect on inhibiting crack propagation and improving mechanical properties of jointed crack mass. The elastic modulus of anchoring material was 1-30 times as elastic modulus of the base material, which can achieve better anchoring effect.
Get full access to this article
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2014 American Society of Civil Engineers.
History
Published online: Jul 21, 2014
Permissions
Request permissions for this article.
ASCE Technical Topics:
- Anchors
- Axial loads
- Base course
- Continuum mechanics
- Cracking
- Elastic analysis
- Elasticity and Inelasticity
- Engineering fundamentals
- Engineering mechanics
- Equipment and machinery
- Fracture mechanics
- Infrastructure
- Material mechanics
- Material properties
- Materials engineering
- Mechanical properties
- Pavements
- Solid mechanics
- Static loads
- Statics (mechanics)
- Strength of materials
- Structural analysis
- Structural engineering
- Structural members
- Structural systems
- Tensile strength
- Tension members
- Transportation engineering
Authors
Affiliations
Professor, School of Civil Engineering, Shandong University, Jing-shi Road, Ji-nan, Shandong 250061, China.E-mail: [email protected];
Professor, School of Civil Engineering, Shandong University, Jing-shi Road, Ji-nan, Shandong 250061, China.E-mail: [email protected];
Lecturer, School of Civil Engineering, Shandong University, Jing-shi Road, Ji-nan, Shandong 250061, China.E-mail: [email protected];
Assistant Professor, School of Civil Engineering, Shandong University, Jing-shi Road, Ji-nan, Shandong 250061, China.E-mail: [email protected]
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.