scholarly journals Experimental study on long-term creep preference of flexural members strengthened with prestressed CFRP plate

2017 ◽  
Author(s):  
Baojing Zhang ◽  
Shouping Shang
Keyword(s):  
Experimental Study ◽  
Flexural Members ◽  
Cfrp Plate ◽  
Term Creep

scholarly journals Modeling and Experimental Study of Long Term Creep Damage in Austenitic Stainless Steels

2014 ◽  
Vol 3 ◽  
pp. 122-128 ◽  
Author(s):  
Y. Cui ◽  
M. Sauzay ◽  
C. Caes ◽  
P. Bonnaillie ◽  
B. Arnal
Keyword(s):  
Experimental Study ◽  
Stainless Steels ◽  
Austenitic Stainless Steels ◽  
Creep Damage ◽  
Term Creep

Modeling and experimental study of long term creep damage in austenitic stainless steels

2015 ◽  
Vol 58 ◽  
pp. 452-464 ◽  
Author(s):  
Y. Cui ◽  
M. Sauzay ◽  
C. Caes ◽  
P. Bonnaillie ◽  
B. Arnal ◽  
...  
Keyword(s):  
Experimental Study ◽  
Stainless Steels ◽  
Austenitic Stainless Steels ◽  
Creep Damage ◽  
Term Creep

Statistical reinterpretation of the long term creep behaviour of the Ismetpasa segment of North Anatolian Fault, Turkey

2021 ◽  
pp. 228947
Author(s):  
Gokhan Gurbuz ◽  
Caglar Bayik ◽  
Saygin Abdikan ◽  
Kurtulus Sedar Gormus ◽  
Senol Hakan Kutoglu
Keyword(s):  
Creep Behaviour ◽  
North Anatolian Fault ◽  
Term Creep

scholarly journals Current and New Approaches to Predict the Deflections of One-Way Flexural Members with a Focus on Composite Steel Deck Slabs Voided by Circular Tubes

Materials ◽  
2021 ◽  
Vol 14 (2) ◽  
pp. 421
Author(s):  
Chang-Hwan Lee ◽  
Iman Mansouri ◽  
Jaehoon Bae ◽  
Jaeho Ryu
Keyword(s):  
Structural Function ◽  
Flexural Members ◽  
Long Span ◽  
Deck Slabs ◽  
New Type ◽  
New Perspective ◽  
Flexural Tests ◽  
Prediction Approach ◽  
Steel Deck

A new type of composite voided slab, the TUBEDECK (TD), which utilizes the structural function of profiled steel decks, has recently been proposed. Previous studies have confirmed that the flexural strength of TD slabs can be calculated based on the full composite contribution of the steel deck, but for long-span flexural members, the deflection serviceability requirement is often dominant. Herein, we derived a novel deflection prediction approach using the results of flexural tests on slab specimens, focusing on TD slabs. First, deflection prediction based on modifications of the current code was proposed. Results revealed that TD slabs exhibited smaller long-term deflections and at least 10% longer maximum span lengths than solid slabs, indicating their greater efficiency. Second, a novel rational method was derived for predicting deflections without computing the effective moment of inertia. The ultimate deflections predicted by the proposed method correlated closely with the deflection under maximum bending moments. To calculate immediate deflections, variation functions for the concrete strain at the extreme compression fiber and neutral axis depth were assumed with predictions in good agreement with experiments. The proposed procedure has important implications in highlighting a new perspective on the deflection prediction of reinforced concrete and composite flexural members.

Experimental study on the long-term stability of shale rock wellbore under high hydraulic pressure

2021 ◽  
Vol 14 (3) ◽  
Author(s):  
Baoyun Zhao ◽  
Xiaoping Wang ◽  
Wei Huang ◽  
Tianzhu Huang ◽  
Yang Liu
Keyword(s):  
Experimental Study ◽  
Hydraulic Pressure ◽  
Term Stability ◽  
Long Term Stability ◽  
Shale Rock

Experimental study of notched steel beams strengthened with a CFRP plate subjected to overloading fatigue and wetting/drying cycles

2019 ◽  
Vol 209 ◽  
pp. 634-643 ◽  
Author(s):  
Junhui Li ◽  
Jun Deng ◽  
Yi Wang ◽  
Jianji Guan ◽  
Hengzhong Zheng
Keyword(s):  
Experimental Study ◽  
Steel Beams ◽  
Cfrp Plate
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