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Yi-Li Yuan, Chang-Ming Hu, Jian Xu, Yuan Mei, Fang-Fang Wang and Ge Wang
The stability of geogrid-reinforced soil structure is closely related to the interface characteristics between geogrid and soil. However, the creep behavior of the soil?geogrid interface is still unrevealed. In this study, using a modified stress-control...
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Zhongling Wang, Xiaohong Zheng, Qiqi Wang and Qian Wang
Ultra-high-performance concrete (UHPC)-filled duct connection is an innovative solution for joining assembled structures, in which the anchorage performance of the rebar and UHPC filled in bellows plays a critical role in determining the overall connecti...
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Gang Li, Jinli Zhang and Jia Liu
Torpedo anchors (TAs) are regarded as one of the most efficient mooring solutions for taut mooring systems, and end-bearing TAs are a new type of TA that primarily relies on end-bearing plates at the tail to generate a pile-end resistance to improve thei...
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Ming-Kai Hsieh, Yun-Da Li, Yun-Ja Hsu, Tsung-Ting Tsai, Po-Liang Lai, De-Mei Lee and Ching-Lung Tai
Replacement with larger diameter screws is always used in pedicle screw loosening but carries a risk of pedicle wall violation. A pedicle screw with more preserved bone stock is the preferred primary fixation choice. The purpose of this study was to eval...
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Hideki Hirakawa, Takeyoshi Uematsu, Akira Fukushima, Yusuke Adachi and Koki Kikuta
Since the Japanese Building Standards Act was revised in 2000, the installation of steel timber connectors (STCs) to reinforce timber frame (TF) connections has been mandated for new-build TF houses in Japan. However, for the TF houses built before then,...
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Yueh-Ying Hsieh, Lien-Chen Wu, Fon-Yih Tsuang, Chia-Hsien Chen and Chang-Jung Chiang
Suture anchor fixation is a common method for securing bone and soft tissue in the body, with proven applications in the hip, elbow, hand, knee and foot. A critical limiting factor of suture anchors is the pull-out strength, particularly in suboptimal bo...
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Nayra Yumi Tsutsumoto, João Victor Fazzan, José Luiz Pinheiro Melges, Cesar Fabiano Fioriti, Mauro Mitsuuchi Tashima, Jorge Luís Akasaki
Pág. e36989
The aim of this paper is to evaluate through bending tests the structural behavior of reinforced concrete beams additionally reinforced with bamboo splints coated with rubber latex. The bamboo splints are prepared from the stems of the Bambusa vulg...
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